OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
U
C
T
URA
S
L
T A T
O F
C
A
L
I FOR N I A
EG I STERED
RO
F
E
S
S
I ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
S-102GENERAL NOTES
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S102.dwg, S102, Jan 13, 2026 10:38am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:
A. 2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.
B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).
C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.
2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE
CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THE DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS
NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,
SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN E. FLOOR AND ROOF FINISHES
F. MISCELLANEOUS DRAINAGE AND WATERPROOFING
G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS
6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:
A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADE
d. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING
8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE
CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,
INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING
STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.
9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.
BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.
10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR
SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, ETC..
11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH
STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING.
SHORING IS NOT THE RESPONSIBILITY OF THE SEOR. CONTRACTOR TO SUBMIT ANY SHORING DESIGN AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
GENERAL
2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.
3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.
4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.
6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
1. DEAD LOADS:
2. FLOOR LIVE LOADS: (2022 CBC SECTION 1603.1.1)
*1.5 x OCCUPANCY SERVED
3. ROOF LIVE LOADS (2022 CBC SECTION 1603.1.2)
4. ROOF SNOW LOADS (2022 CBC SECTION 1603.1.3):
5. WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :
6. EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):
7. GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY II 2022 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S = 1.671g 2022 CBC 1613.2.1 S 1 = 0.618g SITE CLASS D 2022 CBC 1613.2.2
SPECTRAL RESPONSE COEFFICIENTS: S DS = 1.114g 2022 CBC 1613.2.4 S D1 = 0.734g
COMPONENTS & CLADDING WIND PRESSURES (PSF)
LOCATION COMPONENT TRIBUTARY AREA (SQ FT)
2 10 100 500
ROOF
ZONE 1 -39.5 -39.5 -16.0 -16.0
ZONE 2e -39.5 -39.5 -16.0 -16.0
ZONE 2n -57.7 -57.7 -32.3 -21.4
ZONE 2r -57.7 -57.7 -32.3 -21.4
ZONE 3e -57.7 -57.7 -32.3 -21.4
ZONE 3r -68.6 -68.6 -35.9 -35.9
ALL ZONES 16.0 16.0 16.0 16.0
OVERHANG
ZONE 1 -48.6 -48.6 -30.5 -30.5
ZONE 2e -48.6 -48.6 -30.5 -30.5
ZONE 2n -66.7 -66.7 -46.8 -45.0
ZONE 2r -66.7 -66.7 -46.8 -45.0
ZONE 3e -77.6 -77.6 -43.2 -30.5
ZONE 3r -88.5 -88.5 -45.0 -45.0
WALL
ZONE 4 - -23.2 -20.1 -17.8
ZONE 5 - -28.7 -22.3 -17.8
POSITIVE - 21.4 17.8 16.0
BUILDING PARAMETERS
PARAMETER VALUE REFERENCE
SEISMIC DESIGN CATEGORY SDC = D 2022 CBC 1613.2.5
BASIC SEISMIC FORCE RESISTING SYSTEM
LIGHT FRAME (WOOD) WALLS
SHEATHED WITH WOOD
STRUCTURAL PANELS RATED FOR
SHEAR RESISTANCE ASCE 7-16 TABLE
12.2-1 RESPONSE MODIFICATION FACTOR R = 6 1
2 SYSTEM OVERSTRENGTH FACTOR Ωo = 3
DEFLECTION AMPLIFICATION FACTOR Cd = 4
DESIGN BASE SHEAR V = 26.1K (BUILDING A)
55.1 K (BUILDING B) ASCE 7-16 12.8.1
SEISMIC RESPONSE COEFFICIENTS Cs = 0.171 ASCE 7-16 12.8.1.1
ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE
PROCEDURE ASCE 7-16 12.8
DEAD LOADS
LOCATIONS UNIFORM (PSF)
ROOF: CLAY TILE OVER TRUSSES W/ GYPSUM
CEILING & PV PANELS 32
FLOOR: VINYL TILE OVER GYPCRETE IN UNITS
(ENGINEERED LUMBER) 26
EXTERIOR BEARING WALLS: PLASTER/STUCCO EXTERIOR WALL (2X6) 18 INTERIOR BEARING WALLS: INTERIOR BEARING WALL (2X4) 10
INTERIOR NON BEARING WALLS: INTERIOR NON-BEARING WALL (2X4) 9
ROOF LIVE LOADS
OCCUPANCY OR USE UNIFORM
(PSF)
CONC.
(LBS) REFERENCE
ROOF
ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT
ARE NOT OCCUPIABLE)
20 ___ 2022 CBC TABLE
1607.1
SNOW DESIGN DATA
PARAMETER VALUE REFERENCE
GROUND SNOW LOAD Pg = 0 PSF ASCE 7-16 7.2
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST) VULT = 93 MPH 2022 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST) VASD = 72 MPH 2022 CBC 1609.3.1 EXPOSURE CATEGORY C 2022 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT: GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
FLOOR LIVE LOADS
OCCUPANCY OR USE UNIFORM
(PSF)
CONC.
(LBS) REFERENCE
RESIDENTIAL
ONE- AND TWO- FAMILY DWELLINGS
UNINHABITABLE ATTICS WITHOUT STORAGE
UNINHABITABLE ATTICS WITH STORAGE
HABITABLE ATTICS AND SLEEPING AREAS
ALL OTHER AREAS
10 20
30 40
___
2022 CBC TABLE
1607.1 RESIDENTIAL
HOTELS AND MULTIFAMILY DWELLINGS
PRIVATE ROOMS AND CORRIDORS SERVING THEM
PUBLIC ROOMS AND CORRIDORS SERVING THEM
40 100
___
RESIDENTIAL: BALCONIES AND DECKS * 60 ___ ASCE 7-16 TABLE 4.3-1
1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BE AVAILABLE AT THE JOBSITE AT ALL TIMES.
2. LATERAL EARTH PRESSURES:
* SEISMIC SOIL PRESSURE APPLIES TO CANTILEVER RETAINING WALLS GREATER THAN 6 FEET IN HEIGHT
MEASURED FROM TOP OF FOUNDATION
** FOR SLOPING BACKFILL UP TO 26 DEGREES, ACTIVE EARTH PRESSURE SHALL BE 69H PCF
3. SPREAD OR CONTINUOUS FOOTINGS:
NOTES:
A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.
B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE WITH THE LESSER REDUCED BY 33 PERCENT.
C. THE UPPER 1 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.
D. COMPACTED FILL SHOULD BE PREPARED PER GEOTECHNICAL ENGINEERING RECOMMENDATIONS
PROVIDED UNDER THE SECTION 'CONCLUSIONS AND RECOMMENDATIONS' ON GER PER PAGES 11 TO 23.
4. SLAB ON GRADE SUPPORT SHALL BE PER THE GEOTECHNICAL INVESTIGATION REPORT AND TYPICAL DETAILS IN THE CONSTRUCTION DOCUMENTS.
5. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
6. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.
7. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.
8. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR
PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
9. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.
10. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO
SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PER SECTION 1705.6 OF THE CODE.
11. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.
12. PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE ENCASED IN LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.
ELEMENT
ALLOWABLE
BEARING
CAPACITY
(PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE RESISTANCE
(PSF/FT BELOW
GRADE)
FRICTION RESISTANCE
(COEFFICIENT OF
FRICTION)
BUILDING FOUNDATION 3,000
380 0.58
RET WALL 3,000
ACTIVE EARTH PRESSURE
(CANTILEVER RETAINING
WALLS)
AT-REST EARTH
PRESSURE
(RESTRAINED WALLS)
43H
(PCF)
REPORT/ADDENDUM TITLE PREPARED BY DATE PROJECT #
ENGINEERING GEOLOGY AND
GEOTECHNICAL ENGINEERING REPORT FOR
PROPOSED MIXED-USE DEVELOPMENTS
264 ARNEILL ROAD
CAMARILLO, CALIFORNIA
EARTH SYSTEMS 10/24/24 (REVISED
11/6/2024) 306828-001
FOUNDATION
Ø**
*SEISMIC
(CANTILEVER
RETAINING WALLS)
NATIVE 64H
(PCF)
NATIVE 11H
(PCF)
NATIVE
EXISTING CONDITIONS
1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.
2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.
EXISTING UNDERGROUND UTILITIES
1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.
3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
DEMOLITION
1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE EXISTING ELEMENTS, WHICH ARE TO REMAIN IN THE FINISHED STRUCTURE.
2. ALL ELEMENTS OF THE STRUCTURE, WHICH ARE TO REMAIN, AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE.
3. CONTRACTOR IS REPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING ELEMENTS THAT ARE NECESSARY FOR THE INSTALLATION OF ALL NEW WORK.
4. WHERE EXISTING PARTITION WALLS ARE TO BE DEMOLISHED, CONTRACTOR SHALL VERIFY WALLS ARE NON-BEARING PRIOR TO DEMOLITION. IF WALLS ARE FOUND TO BE BEARING, CONTRACTOR SHALL NOTIFY
ARCHITECT IMMEDIATELY
MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK) C33
CONCRETE AGGREGATES (LIGHTWEIGHT)C C330
WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F) C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989
CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH
(PSI) DENSITY (PCF) MAX SLUMP
(IN±1)
MAX
WATER/CEMENT
RATIO
SLAG/
FLY ASHA
(MAX)
CONCRETE
FOUNDATIONS, GRADE
BEAMS, TIE BEAMS
3,000 150 4 0.5 0.25
STAIRS ON GRADE, CURBS
AND OTHER NONSTRUCTURAL CONCRETE
2,500 150 4 0.5 0.25
SITE WALLS 2,500 150 4 0.5 0.25
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19.
2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-19 TABLE
19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.
B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT RATIO BE EXCEEDED.
C. PUMICE AGGREGATE SHALL NOT BE USED.
3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-19, WHICH REFERENCES ACI 301-20 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-20 ARTICLE 4.2.3.4.
SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):
A. AS MEASURED BY CEMENTITIOUS WEIGHT
4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 OR C685.
5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-19 AND PROJECT SPECIFICATIONS.
6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND ROUGHENED TO 1/4" AMPLITUDE.
7. ALL REINFORCING BARS, ANCHOR BOLT HOLDOWNS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED AND TIED IN POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL ANY REINFORCING BARS, ANCHOR BOLTS, HOLDOWNS OR OTHER CONCRETE INSERTS BE "WET SET" OR "WET-STABBED" INTO CONCRETE DURING THE POUR.
8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEOR APPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
9. PIPES EMBEDDED IN CONCRETE:
A. CONCRETE
a. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.
1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-19 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI.
B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25. C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-19.
2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-19 SECTION
25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.
4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-19 SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER TMS 042-16 SECTION 6.1.6.1.1 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING
GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF CONCURRENTLY PRESENT ON SITE.
6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.
7. REINFORCING STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED AND SHALL BE SECURED
AGAINST DISPLACEMENT, AND TIED BEFORE THE CONCRETE IS PLACED DURING CONSTRUCTION WITHIN PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATEST EDITION.
8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE
ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTION
SHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING REQUIREMENTS OF ACI 318-19.
10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-19 SECTION 26.13.2.3 OF THE CODE.
11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,
CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.
12. CONCRETE PROTECTION FOR REINFORCEMENT
13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19 SECTION
25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS INCLUDE:
LENTON STANDARD COUPLERS (IAPMO-ES 0129)
LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)
LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)
LENTON LOCK COUPLERS PER (IAPMO-ES 0129)
NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALL BE ASTM A706 PER IAPMO-ES 0129.
ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-19 SECTION 18.2.7 & 18.12.7.4
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED): MINIMUM COVER, IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO.6 THROUGH NO. 18 BAR
NO.5 BAR, W31 OR D31 WIRE & SMALLER
2 1 1
2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
NO.14 AND NO.18 BARS
NO.11 BAR & SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS
1 1
2"
3 4"
1 1
2"
REINFORCING STEEL
S-103GENERAL NOTES
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S103.dwg, S103, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH AISC 360-16 AND CHAPTER 22 OF THE CODE.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW AND APPROVAL BY THE AOR AND SEOR PRIOR TO FABRICATION.
4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.
5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING,
OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED, EXCEPT AS REQUIRED FOR DESIGNATION OF PROTECTED ZONES.
6. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED
CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, CONTRACTOR SHALL LOCATE ALL REINFORCEMENT AND CONFIRM CONSTRUCTABILTY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT
OCCUR, CONTRACTOR SHALL COORDINATE AND SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO SEOR FOR REVIEW AND APPROVAL. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
7. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING. REFER TO ARCH DRAWINGS FOR STEEL FINISH.
8. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO REQUIREMENTS OF AISC 303-22.
9. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN
CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1-15) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. ALL WELDING FOR ELEMENTS OF THE LATERAL FORCE RESISTING SYSTEM SHALL PER AWS D1.8-16.
10. THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS FOR REVIEW AND APPROVAL BY SEOR. THE SUBMITTED WELDING PROCEDURES SHALL INCLUDE ONLY THOSE PROCEDURES RELEVANT TO THIS PROJECT. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. A
PROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE
ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS SHALL BE SUBMITTED WITH THE WPS.
11. 100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS.
12. IF INTERMIXING OF WELD FILLER MATERIAL IS REQUIRED AT SPECIFIC WELDED JOINTS, AND IF ONE OF THE FILLER METALS IS FCAW-S, SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS) AND QUALIFY BY TESTING.
13. DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS
STRUCTURAL STEEL
STRUCTURAL STEEL MATERIALS
SHAPE ASTM/GRADE
W SHAPES, WT SHAPES A992
PLATES (INCLUDING BASE PLATES) A572
ANGLES, CHANNELS A36
HSS A500 GRB
HIGH STRENGTH BOLTES (AS NOTED ON DRAWINGS) A325/F1852, A490SC/F2280SC A325SC/F1852SC ANCHOR RODS (UNLESS NOTED ON DRAWINGS) F1554 GR36
COMMON/MACHINE BOLTS A307 GR A
1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES"
2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:
3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE FOLLOWING REQUIREMENTS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:
6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR.
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.
8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.
9. ALL CELLS SHALL BE GROUTED SOLID.
10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR REQUIREMENTS.
11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.
12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:
A. MASONRY HAS CURED FOR AT LEAST 4 HOURS
B. GROUT SLUMP IS MAINTAINED BETWEEN 10" - 11"
C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT D. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING PER TMS 602-16 ARTICLE 3.2F.
13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF
CONSOLIDATING GROUT
14. EMBEDDED PIPES AND CONDUITS
A. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE FOLLOWING REQUIREMENTS:
a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER b. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION c. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:
d. WRAP PIPES AND FITTINGS WITH 1
4" FOAM TAPE MIN.
B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:
a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F b. UNDER PRESSURE IN EXCESS OF 55 PSI
c. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING C. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU
15. ALL INTERIOR EXPOSED CORNERS TO BE BULL NOSE BLOCK PROFILE, NOT REQUIRED AT EXTERIOR OR SPLICE FACE CONDITIONS, FIELD GRIND CORNERS TO ACCEPTED.
16. MASONRY SHALL BE TESTED USING PRISMS ______________________.
COMPONENT ASTM NOTES
SAND ASTM C144
LIME ASTM C207
PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD PEA GRAVEL ASTM C301
MASONRY
WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF
CONCRETE MASONRY UNITS DENSITY
f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHT
f'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT
WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH f'm = 2,000 PSI S 2,000 PSI MINIMUM
f'm = 2,500 PSI M 2,500 PSI MINIMUM
WALL DESIGN STRENGTH COMPRESSIVE
STRENGTH GROUT 28 DAY MIX DESIGN
f'm = 2,000 PSI 2,000 PSI
3 PARTS SAND
2 PARTS PEA GRAVEL
1 PART PORTLAND CEMENT
8-11 INCH SLUMP
f'm = 2,500 PSI - SUBMIT MIX DESIGN
WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL
8" (2) 1
2" Ø
(1) 3 4" Ø
(3) 1
2" Ø
(2) 3 4" Ø
(1) 1" Ø
12"
(4) 1
2" Ø
(3) 3 4" Ø
(2) 1" Ø
(1) 1 1
4" Ø
(5) 1
2" Ø
(4) 3 4" Ø
(3) 1" Ø
(2) 1 1
4" Ø
1. FRAMING LUMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:
2. FLOOR JOISTS SHALL BE GRADE STAMPED “S-DRY” WHICH INDICATES A MOISTURE CONTENT NOT EXCEEDING 19 PERCENT.
3. ALL SOLE PLATES AND TOP PLATES SHALL BE GRADE STAMPED “KD” WHICH INDICATES KILN DRIED WITH A MOISTURE CONTENT NOT EXCEEDING 15 PERCENT AT BUILDINGS WITH 4 OR MORE STORIES.
4. STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLS BELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THE DRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED.
5. MINIMUM FRAMING NAILING SHALL CONFORM TO CBC TABLE 2304.10.2. ALL NAILS SHALL BE COMMON WIRE NAILS. PREDRILL NAIL HOLES TO 70% OF NAIL SHANK DIAMETER WHERE NAILING TENDS TO SPILT WOOD.
6. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8” Ø X 12” BOLTS W/ 0.229" X 3" X 3" PLATE WASHER (GALV) AT 4'-O”' O.C. BEGINNING AT 9" O.C. MAXIMUM FROM EACH END OF THE PLATES. THE BOLTS SHALL EXTEND A MINIMUM OF 7” INTO THE CONCRETE OR MASONRY. (POWDER DRIVEN PINS AT 1/3 OF THE BOLT SPACING OR 24” O.C. MAXIMUM MAY BE SUBSTITUTED FOR THE ANCHOR BOLTS AT INTERIOR NON-SHEAR WALLS ONLY).
7. PRESERVATIVE TREATMENT:
A. WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AITC 109-07, STANDARD FOR PRESERVATIVE TREATMENT, BASED ON THE SERVICE CONDITION PER THE USE CATEGORIES (UC#) SPECIFIED IN AWPA U1-20.
a. UC1 - INTERIOR CONSTRUCTION, ABOVE GROUND, DRY - NO PRESERVATIVE TREATMENT REQUIRED. b. UC2 - INTERIOR CONSTRUCTION, ABOVE GROUND, WET - PRESERVATIVE TREATMENT REQUIRED IF THE HUMIDITY OR MOISTURE CONDENSATION IS 20% OR GREATER. c. UC3 - EXTERIOR CONSTRUCTION ABOVE GROUND - PRESERVATIVE TREATMENT REQUIRED.
B. FOR ALL TREATED WOOD MEMBERS, ALL CUTS, HOLES OR INJURIES SUCH AS ABRASIONS OR HOLES FROM
REMOVAL NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M4-15. THE FOLLOWING FILED TREATMENTS SHALL BE USED:
a. BORED HOLES: HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL TAR ROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICE. b. EXTERIOR: COPPER NAPHTHENATE.
c. INTERIOR: INORGANIC BORON PRESERVATIVES LIMITED TO USE IN APPLICATIONS NOT IN CONTACT WITH GROUND AND CONTINUOUSLY PROTECTED FROM LIQUID WATER.
C. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER WITH AWPA TREATMENT C2 USING EITHER ALKALINE QUAT (ACQ TYPE B AND D), COPPER AZOLE (CBA-A, CA-B), OR SODIUM BORATES (SBX). ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653.
8. PROVIDE 2 STUDS UNDER ALL 4 X 10 AND LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR LONGER, UNLESS OTHERWISE NOTED. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL.
9. PROVIDE THE FOLLOWING BLOCKING AS A MINIMUM, UNLESS SHOWN OTHERWISE:
2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT. 2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.
10. DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW OR SHOWN OTHERWISE. NAIL DOUBLED JOISTS WITH 16d AT 12” O.C., STAGGERED.
11. BRIDGING SHALL BE 2 X SOLID BLOCKS, INSTALLED AS FOLLOWS:
ROOF JOISTS MORE THAN 10" DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.
FLOOR JOISTS MORE THAN 10” DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.
12. JOIST HANGERS AND OTHER METAL FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, STOCKTON, CALIFORNIA. ACCESSORIES OF
OTHER MANUFACTURES WITH EQUIVALENT LOAD CARRYING CHARACTERISTICS MAY BE USED WITH APPROVAL BY SEOR.
13. FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-STRUCTURAL FRAMING ARE NOT NECESSARILY SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS.
SAWN LUMBER PROPERTIES
USE SIZE SPECIES GRADE REFERENCE
MUDSILLS
2x4 D.F. STANDARD OR BETTER
PRESSURE TREATED
2022 CBC
2x6 AND LARGER D.F. 2303.1.9 NO. 2 OR BETTER
PRESSURE TREATED
2x REDWOOD FOUNDATION GRADE
HORIZONTAL FRAMING LUMBER
ROOF JOISTS AND RAFTERS 2x D.F. NO. 2
WCLIB &
WWPA
FLOOR JOISTS 2x D.F. NO. 2
HEADERS AND BEAMS 4x D.F. NO. 2
ANY OTHER HORIZONTAL 4x4 AND SMALLER D.F. NO. 2
6x6 AND LARGER D.F. NO. 1
VERTICAL FRAMING LUMBER
TOP PLATES 2x D.F. NO. 2
WCLIB &
WWPA
STUDS 2x4 & 3x4 D.F. STUD
2x6 & 2x8 D.F. NO. 2
POSTS 4x4 & 4x6 POSTS D.F. NO. 2
6x6 & LARGER POSTS D.F. NO. 1
ALL OTHER FRAMING LUMBER
ALL OTHER FRAMING LUMBER,
UNO ALL SIZES D.F. STANDARD & BETTER WCLIB &WWPA
SAWN LUMBER
GENERAL:
USE ALL SPECIFIED FASTENERS AS SPECIFIED ON PLANS. IF NOT INDICATED ON PLANS PROVIDE FASTENERS PER MFR'S
APPROVED ICC-ESR REPORT OR PRODUCT LITERATURE
HOLDOWNS:
1. DO NOT OVER TIGHTEN NUTS ON TIE-DOWN ANCHOR RODS OR BOLTS. TIGHTEN ANCHOR ROD NUTS
ONE-THIRD TO ONE HALF TURN BEYOND FINGER TIGHT
2. INSTALL ALL HOLDOWNS TIGHT TO END STUDS/POST, DO NOT USE FILLER BLOCKS. FOR MISALIGNED ANCHOR BOLTS, EXTEND THE ANCHOR ROD AT A 1:6 (HORIZ/VERT) USING A COUPLER WITH EQUIVALENT ANCHOR ROD
AND INSTALL THE HOLDOWN HIGHER ON END STUD / POST
3. FOR HOLDOWNS THAT BOLT TO END POSTS, INSTALL THE HEAD OF THE BOLT TO THE BRACKET SIDE, AND ON
THE SIDE OPPOSITE THE BRACKET, INSTALL A WASHER BETWEEN THE NUT AND THE STUD / POSTS TIE DOWN & COLLECTOR STRAPS:
1. TIE DOWN AND COLLECTOR STRAPS SHALL BE INSTALLED STRAIGHT AND TRUE. DO NOT FOLD, BEND, KINK OR
OTHERWISE ALTER CONNECTOR STRAPS
2. INSTALL TIE DOWN STRAPS DIRECT TO POST IN LIEU OF OVER SHEATHING. STRAPS MAY BE INSTALLED ON THE
UNSHEATHED SIDE OF THE END STUDS / POSTS
HARDWARE AND CONNECTORS
1. WOOD STRUCTURAL PANELS SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:
TABLE NOTES:
A. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE IN
ACCORDANCE WITH THE FOLLOWING VOLUNTARY STANDARDS BY THE ENGINEERED WOOD ASSOCIATION (APA):
a. VOLUNTARY PRODUCT STANDARD, STRUCTURAL PLYWOOD, PS 1-09 b. VOLUNTARY PRODUCT STANDARD, PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS, PS 2-10
B. WOOD STRUCTURAL PANELS SHALL BE IDENTIFIED BY THE APA TRADEMARK INDICATING
CONFORMANCE TO THE APPLICABLE VOLUNTARY STANDARD
C. WHERE PANELS ARE EXPOSED TO REPEATED WETTING AND REDRYING, LONG-TERM EXPOSURE TO WEATHER, OR CONDTIONS OF SIMILAR SEVERITY, "EXTERIOR" APA RATED PLYWOOD SHEATHING SHALL BE USED. C-D “EXPOSURE 1" APA RATED PLYWOOD SHEATHING (CDX) SHALL NOT BE USED FOR CONDITIONS INVOLVING LONG-TERM EXPOSURE TO WEATHER.
a. EXCEPTION: WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO THE OUTDOORS ON THE UNDERSIDE IS PERMITTED TO BE "EXPOSURE 1" TYPE.
b. WOOD STRUCTURAL PANELS TO BE USED AS SIDING SHALL COMPLY WITH ANSI/APA PRP-210.
D. ORIENTED STRAND BOARD (OSB) WITH EQUIVALENT CLASSIFICATION AND RATINGS MAY BE USED IN LIEU OF PLYWOOD FOR WOOD STRUCTURAL PANEL WALL SHEATHING.
2. TRANSPORTATION, STORAGE, AND HANDLING:
A. TRANSPORTATION
a. IN TRANSPORTING PANELS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP.
B. STORAGE
a. ALWAYS STORE THE PANELS UNDER COVER WHENEVER POSSIBLE b. WHEN STORING PANELS OUTSIDE STACK THEM ON A LEVEL SURFACE ON TOP OF STRINGERS OR OTHER BLOCKING, THREE STRINGERS MINIMUM.
c. NEVER LEAVE PANELS IN CONTACT WITH THE GROUND
d. COVER THE STACK WITH A PLASTIC TARP, ENSURING THAT THE BUNDLE IS WELL VENTILATED TO PREVENT MILDEW.
e. IF MOISTURE ABSORPTION IS EXPECTED, CUT THE STEEL BAND TO PREVENT DAMAGE f. KEEP SANDED OR OTHER APPEARANCE GRADE PANELS AWAY FROM HIGH TRAFFIC AREAS C. HANDLING
a. ALWAYS PROTECT ENDS AND EDGES, ESPECIALLY TONGUE AND GROOVE PRODUCTS, FROM PHYSICAL DAMAGE.
b. ACCLIMATIZE THE PANELS FOR 24 HOURS MINIMUM BEFORE INSTALLATION BY STANDING THE
PANELS ON EDGE WITH A GAP BETWEEN EACH TO ALLOW FOR AIR CIRCULATION OR PER MANUFACTURER'S RECOMMENDATIONS.
3. PLYWOOD ORIENTATION
A. ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE GRAIN OF THE OUTER PILES PERPENDICULAR TO THE FRAMING MEMBERS, SHALL BE CONTINUOUS OVER 2 JOIST BAYS MINIMUM AND END JOINTS SHALL BE JOINED OVER FRAMING AND STAGGERED. LEAVE A 1
8" GAP BETWEEN PANELS TO ALLOW FOR PANEL
EXPANSION UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUF. REFER TO SPECIFIC DETAILS IN THE DRAWINGS FOR FURTHER PARAMETERS.
B. PLYWOOD OR OSB WALL SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. ALL END JOINTS BE JOINED OVER FRAMING AND STAGGERED.
4. BLOCKING:
A. ROOF: ALL ROOF SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHERE PERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.
B. ALL FLOOR SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHERE PERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.
C. WALLS: ALL SHEAR WALLS SHALL BE FULLY BLOCKED AT PLYWOOD EDGES.
5. FASTENERS
B. EQUIVALENT PNEUMATIC DRIVE NAILS MAY BE USED IF FASTENER MANUFACTURER HAS RECEIVED ICC OR IAPMO APPROVAL FOR THE INTENDED USE. FASTENERS TO BE SUBSTITUTED SHALL BE EQUIVALENT IN LATERAL AND WITHDRAWAL STRENGTH TO THE SIZE OF COMMON NAIL SPECIFIED.
C. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16” PLYWOOD OR OSB SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY MORE T HAN WOULD
BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
D. TYPICAL NAILING SHALL BE 10d AT 6” O.C. AT ALL SUPPORTED EDGES AND OVER SHEAR WALLS, AND 10D AT 12” O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS OTHERWISE NOTED, SEE PLANS AND REFER TO SHEAR WALL SCHEDULE.
WOOD STRUCTURAL PANELS (SHEATHING)
WOOD STRUCTURAL PANEL PROPERTIES
USE PLY BOND
CLASSIFICATION C
SHEATHING
GRADE
PERFORMANCE
RATING SPAN RATING RATING B REFERENCE A
ROOF 5 EXPOSURE 1
REFER TO TYPICAL DIAPHRAGM SCHEDULE
APA 2022 CBC
2303.1.5
(DOC PS 1-19
OR PS 2-18) FLOOR 5 EXPOSURE 1 APA
WALL D 5 EXPOSURE 1 REFER TO TYPICAL SHEAR WALL SCHEDULE APA
FASTENER INFORMATION
1. ALL NAILS SPECIFIED TO BE COMMON NAILS, UNLESS SPECIFIED OTHERWISE. 1 1 0 2 2 1
2 3 3 1
2 16d
COMMON
0.162"
0.148"
10d
COMMON
8d
COMMON
0.131"
1. PREFABRICIATED WOOD 'I' JOISTS SHALL HAVE STRUCTURAL CAPACITIES AND DESIGN PROVISIONS ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D5055 PER CODE SECTION 2303.1.2.
2. TJI SHALL BE AS MANUFACTURED BY WEYERHAEUSER AND THEIR MAUNFACTURING AND INSTALLATION SHALL BE IN ACCORDANCE WITH ICC ESR 1153.
3. IDENTIFICATION: TJI'S SHALL BE IDENTIFIED BY A STAMP THAT INCLUDES THE PRODUCT DESIGNATION, EVALUATION REPORT (ICC-ESR 1153), MANUFACTURER'S NAME OR LOGO (TRUS JOIST, WEYERHAEUSER, PLANT NUMBER, PRODUCTION DATE AND INSPECTION AGENCY (PFS CORP OR APA)).
4. MATERIALS:
A. FLANGES: FLANGE MATERIAL SHALL BE EITHER MICROLLAM LAMINATED VENEER LUMBER (LVL) OR
TIMBERSTRAND LAMINATED STRAND LUMBER (LSL) OR MACHINE STRESS RATED LUMBER (MSR) IN ACCORDANCE WITH ICC ESR-4979.
B. WEBS: WEB MATERIAL SHALL BE PERFORMANCE PLUS OSB CONFORMING TO DOC PS2, EXPOSURE 1 (REFER TO SHEATHING NOTES) AND FURTHER REQUIREMENTS PER THE WEYERHAEUSER MANUFACTURING STANDARDS.
5. PRODUCTS OF OTHER MANUFACTURERS WITH EQUAL OR GREATER CAPACITY MAY BE USED. SUBSTITUTIONS
SHALL BE SUBMITTED CLEARLY INDICATING NEW MEMBER CAPACITIES AND FOR WHICH MEMBER THEY ARE BEING SUBSTITUTED.
6. TRANSPORTATION, STORAGE, AND HANDLING:
A. TRANSPORTATION
a. IN TRANSPORTING MEMBERS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP. b. BUNDLES WRAPPED BY THE MANUFACTURER SHOULD REMAIN WRAPPED DURING TRANSPORTATION AND STORAGE.
B. STORAGE
a. STORE UNDER A ROOF, TARP OR WRAP IN A LOCATION WITH MINIMUM MOISTURE EXPOSURE. b. IF STORED OUTSIDE, PROTECT FROM ELEMENTS ON ALL SIDES. c. REPAIR ANY TEARS OR PUNCTURES IN THE PROTECTIVE WRAP WITH PRODUCT WRAP TAPE. d. ENSURE THAT NO WATER IS TRAPPED WITHIN THE WRAP BEFORE TAPING e. ALLOW PROPER VENTILATION WHEN COVERING WITH PLASTIC. f. USE SUPPORT BLOCKS AND STICKERS AT INTERVALS SPECIFIED BY THE MANUFACTURER TO PREVENT STORAGE CAMBER.
C. HANDLING
a. TJI'S SHOULD BE HANDLED IN A VERTICAL ORIENTATION.
b. PROTECT THE EDGES AND ENDS FROM DAMAGE KEEP THE LOAD LEVEL AND LIFT THE STACK FROM THE CENTER.
7. DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW OR SHOWN OTHERWISE. PROVIDE FILLER MATERIAL BETWEEN THE DOUBLED JOISTS AND NAIL THE ASSEMBLY WITH 16d AT 12” O.C., STAGGERED.
8. PROVIDE FULL DEPTH TJI BLOCKING FOR THE FOLLOWING CONDITIONS, UNLESS SHOWN OTHERWISE:
A. BETWEEN JOISTS OVER SUPPORT.
B. BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.
9. WHEN GYPSUM CEILING IS NOT DIRECTLY APPLIED TO BOTTOM OF JOISTS, OR AS NOTED ON FRAMING PLANS, BRIDGING SHALL BE FULL DEPTH TJI BLOCKING, INSTALLED AS FOLLOWS:
A. ROOF JOISTS: 12'-0” 0.C. MAXIMUM, NOT MORE THAN 12'-0” FROM SUPPORT.
B. FLOOR JOISTS: 12'-0” 0.C. MAXIMUM, NOT MORE THAN 12'-0” FROM SUPPORT.
PRE-FABRICATED WOOD I-JOIST NOTES
1. STRUCTURAL COMPOSITE LUMBER SHALL HAVE STRUCTURAL CAPACITIES AND DESIGN PROVISIONS ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D5456 PER CODE SECTION 2303.1.10
2. STRUCTURAL COMPOSITE LUMBER SHALL BE IDENTIFIED WITH THE MANUFACTURER'S NAME AND/OR LOGO, THE
NAME AND OR LOGO OF THE INSPECTION AGENCY (PFS CORP , INTERTEK,OR APA-EWS) AND THE
EVALUATION REPORT NUMBER, THE PLANT NUMBER, PRODUCT DESIGNATION OR TYPE, PRODUCTION DATE, AND GRADE.
3. INSTALLATION, FABRICATION, IDENTIFICATION AND CONNECTION DETAILS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ICC REPORT.
4. LAMINATED VENEER LUMBER (LVL)
A. LAMINATED VENEER LUMBER SHALL BE ONE OF THE FOLLWING:
a. MICROLLAM LAMINATED VENEER LUMBER GRADE 2.0E-2750Fb WS, MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.
b. REDLAM LAMINATED VENEER LUMBER GRADE 2.0E DF/LP/WH, MANUFACTURED BY REDBUILT IN ACCORDANCE WITH ICC-ESR 2993.
B. IDENTIFICATION: IN ADDITION TO THE IDENTIFICATION LISTED FOR STRUCTURAL COMPOSITE LUMBER ABOVE, LVL SHALL BE IDENTIFIED WITH THE SPECIES OR SPECIES GROUP.
5. PARALLEL STRAND LUMBER (PSL)
A. PARALLEL STRAND LUMBER SHALL BE PARALLAM PARALLEL STRAND LUMBER GRADE 2.0E DF, MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.
6. LAMINATED STRAND LUMBER (LSL)
A. LAMINATED STRAND LUMBER SHALL BE TIMBERSTRAND LAMINATED STRAND LUMBER GRADE 1.55E, MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.
7. PRODUCTS FROM OTHER MANUFACTURER'S MAY BE USED WITH EQUAL OR GREATER CAPACITIES. REQUESTS FOR PRODUCT SUBSTITUTION SHALL FOLLOW THE REQUIREMENTS LISTED IN THE SUBMITTALS SECTION.
STRUCTURAL COMPOSITE LUMBER
S-104GENERAL NOTES
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PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
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C
T
URA
S
L
T A T
O F
CA
L
I FOR N I A
EG I STERED
ROF
E
S
S
I
ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
1. THE DESIGN OF METAL PLATE CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE FOLLOWING A. CODES AND STANDARDS:
a. THE GOVERNING CODE LISTED IN THE PROJECT GENERAL NOTES b. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16) c. NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION AND SUPPLEMENT (ANSI/AWC NDS-2018)
d. SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC (AWC SDPWS-2021) e. THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION (ANSI/TPI 1-2014)
B. DESIGN CRITERIA:
a. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHER LOADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.) ROOF TRUSS LOADING:
CLAY TILES W/ GYP CEILING:
TOP-CHORD DEAD LOAD: 21.0 PSF * (19.4 PSF SUPERIMPOSED) BOT CHORD DEAD LOAD: 10.5 PSF (9.5 PSF SUPERIMPOSED)
ROOF - LIVE LOAD: 20 PSF
DEFLECTION CRITERIA:
DEAD + LIVE LOAD L/240
LIVE LOAD ONLY L/360
*INCLUDES 4 PSF ALLOWANCE FOR PV PANELS
b. (#- ) EQUALS DRAG FORCE IN LBS. DRAG FORCE IS AT A FACTORED LEVEL (0.7E). DRAG FORCES CALCULATED IN ACCORDANCE WITH ASCE 7-16 12.10.1.1. IN STRUCTURES ENTIRELY BRACED BY
LIGHT FRAME SHEAR WALLS, OR PORTIONS THEREOF, DRAG MEMBERS SHALL BE DESIGNED TO RESIST FORCES USING THE LOAD COMBINATIONS OF ASCE 7-16 SECTION 12.4.2.3. IN ALL OTHER STRUCTURES DRAGS SHALL INCLUDE THE EFFECT OF OVER STRENGTH PER ASCE 7-16 12.4.3.2. THE
TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOAD
ACTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCE TO THE CHORDS THROUGH THE WEB.
2. CONTRACTOR REQUIREMENTS:
A. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014 INCLUDING THE FOLLOWING:
a. MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES, PROGRAMS AND SAFETY IN CONNECTION WITH THE RECEIPT, STORAGE, HANDLING, INSTALLATION, RESTRAINING, AND BRACING OF THE TRUSSES.
REFER TO THE GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (BCSI-B1) b. TRUSS INSTALLATION SHALL COMPLY WITH INSTALLATION TOLERANCES SHOWN IN BCSI-B1 c. TEMPORARY INSTALLATION RESTRAINT/BRACING FOR THE TRUSS SYSTEM AND THE PERMANENT TRUSS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH BCSI-B2. d. CONSTRUCTION LOADING ON TRUSSES SHALL BE DONE IN ACCORDANCE WITH BCSI-B4. e. TRUSS DAMAGE, JOBSITE MODIFICATIONS & INSTALLATION ERRORS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE EOR AND THE TRUSS DESIGNER, REFERENCE BCSI-B5. f. SUBMIT THE DRAWINGS FROM THE TRUSS DESIGNER/MANUFACTURER TO THE BUILDING DEPARTMENT PRIOR TO FABRICATION FOR APPROVAL. A COPY OF THIS SUBMITTAL SHALL BE
PROVIDED TO THE ENGINEER OF RECORD FOR REVIEW OF GENERAL CONFORMANCE TO THE DESIGN INTENT. THE CONTRACTOR SHALL INCORPORATE THE TIME REQUIRED FOR THE SUBMITTAL
TO BE REVIEWED, STAMPED AND APPROVED BY ALL PARTIES AND SHALL HAVE THE APPROVED TRUSS PLANS ON THE JOB SITE PRIOR TO FOUNDATION INSPECTION.
3. TRUSS DESIGNER REQUIREMENTS:
A. THE TRUSS DESIGNER SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.5 OF ANSI/TPI 1-2014 INCLUDING THE FOLLOWING:
a. TRUSS DESIGNER SHALL SUPERVISE THE PREPARATION OF THE TRUSS DESIGN DRAWINGS WHICH SHALL CONTAIN THE INFORMATION LISTED IN SECTION 2.3.5.5 OF ANSI/TPI 1-2014. THIS INCLUDES ALL TRUSS TO TRUSS CONNECTIONS, AND DETAILS FOR THE "CALIFORNIA FILL" AREAS. b. TRUSS DESIGNER SHALL COMPLY WITH THE REFERENCED CODE AND DESIGN CRITERIA ABOVE. c. TRUSS DESIGNER SHALL SHOW ALL HANGERS, BRACING AND RESTRAINTS AS WELL AS METHOD
OF RESTRAINT/BRACING ON THE TRUSS PLANS TO MEET ANY SEISMIC AND WIND REQUIREMENTS OF THE CODE.
d. SUBMIT TRUSS DESIGN DRAWINGS INCLUDING ALL RELEVANT DETAILS FOR THE FABRICATION OF THE TRUSSES AND PREPARE CALCULATIONS. ALL PLANS,DETAILS AND CALCULATIONS FOR THE
TRUSSES SHALL BE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER (CIVIL OR STRUCTURAL), LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA.
POST-INSTALLED ANCHORS IN CONCRETE / MASONRY PRE-FABRICATED WOOD TRUSS NOTES
1. POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THE CODE AND ACI 318-19 CHAPTER 17 USING STRENGTH DESIGN.
2. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONS
IN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE IN ACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT. **LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:
PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USED
FOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMIC LOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FOR SEISMIC LOADING.
EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR
LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB.
3. EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) AS SHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR.
4. LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIOR TO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONS WITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
5. ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O
6. ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN A DAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O.
7. WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICAL EQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2.
8. IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED OR ABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:
A. FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.
B. FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE
SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRY AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
C. FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
D. ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANY ANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED CAPACITY AND SHALL BE REVIEWED WITH THE SEOR.
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION
REPORT
ACCEPTANCE
CRITERIA
CMU SCREW ANCHOR SIMPSON TITEN HD ICC ESR-1056 AC106
S-105SPECIAL INSPECTION & TESTS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S105.dwg, S105, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
REQUIRED VERIFICATION AND INSPECTIONS
STEEL
WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1) QC QA AWS 2015 D1.1
REFERENCE
1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P 6.3
2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.2
3. WPS AVAILABLE P P -
4. MATERIAL IDENTIFICATION (TYPE/GRADE) O O 6.2
5. WELDER IDENTIFICATION SYSTEM O O 6.4
6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
- BACKING TYPE AND FIT (IF APPLICABLE)
OO
6.5.2 5.22
5.15 5.18
5.10, 5.22.1.1
7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
PO -
-
-
-
8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7 & AISC 360-16 J1.6
9. FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
OO 5.22.1
5.15 5.18
10. CHECK WELDING EQUIPMENT O ___ 6.2, 5.11
INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2)
1. CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING
-EXPOSURE CONTROL OO
6.2 5.3.1
5.3.2 (SMAW)
5.3.3 (SAW)
2. NO WELDING OVER CRACKED TACK WELDS O O 5.18
3. ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHIN LIMITS
- PRECIPITATION AND TEMPERATURE
OO 5.12.1
5.12.2 4. WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT
- TRAVEL SPEED
- SELECTED WELDING MATERIALS
- SHIELDING GAS TYPE/FLOW RATE
- PREHEAT APPLIED
- INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)
- PROPER POSITIONS (F, V, H, OH)
OO
6.3.3, 6.5.2, 5.5, 5.21
5.6, 5.7
5. WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING
- EACH PASS WITHIN PROFILE LIMITATIONS
- EACH PASS MEETS QUALITY REQUIREMENTS
OO
6.5.2, 6.5.3, 5.24
5.30.1 6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P - INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3)
1. WELDS CLEANED O O 5.30.1
2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
- CRACK PROHIBITION
- WELD/BASE-METAL FUSION
- CRATER CROSS SECTION
- WELD PROFILES
- WELD SIZE
- UNDERCUT
- POROSITY
PP
6.5.3 TABLE 6.1(1)
TABLE 6.1(2)
TABLE 6.1(3)
TABLE 6.1(4), 5.24
TABLE 6.1(6)
TABLE 6.1(7)
TABLE 6.1(8)
4. ARC STRIKES P P 5.29
5. k-AREA PP AISC 360-16 CA3.1c
& J10.8
6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES [b] PP -
7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) PP 5.10, 5.31
8. REPAIR ACTIVITIES P P 6.5.3, 5.26
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER PP 6.5.4, 6.5.5
10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF
THE EOR OO -
REQUIRED VERIFICATION AND INSPECTIONS
CONCRETE CONSTRUCTION
CODE TABLE 1705.3
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC
REFERENCED
STANDARD CBC REFERENCE
1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT. ___ X ACI 318: CH 20, 25.2,
25.3, 26.6.1-26.6.3 ___
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER
THAN ASTM A706
b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5
16"
AND
c. INSPECT ALL OTHER WELDS
___
___
X
X
X
___
AWS D1.4
ACI 318: 26.6.4 ___
3. INSPECT ANCHORS CAST IN CONCRETE ___ X ACI 318:
26.7 ___
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS (b)
(a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY
OR UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS
(b) MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN 4.a.
X
___
___
X
ACI 318: 26.7.1
ACI 318: 26.7.1
___
___
5. VERIFY USE OF REQUIRED MIX DESIGN ___ X ACI 318:
CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND
AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
OF THE CONCRETE.
X ___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
___
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES X ___ ACI 318: 26.5 ___
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. ___ X ACI 318: 26.5.3-
26.5.5 ___
9. INSPECT PRESTRESSED CONCRETE FOR:
A. APPLICATION OF PRESTRESSING FORCES; AND
B. GROUTING OF BONDED PRESTRESSING TENDONS
X
X
___
___ ACI 318: 26.10 ___
10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ___ X ACI 318: 26.9 ___
11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR
TO STRESSING OF TENDONS IN POST-TENSIONED
CONCRETE AND PRIOR TO REMOVAL OF SHORES AND
FORMS FROM BEAMS AND STRUCTURAL SLABS
___ X ACI 318: 26.11.2 ___
12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
FORMED.
___ X ___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS. a. WHERE APPLICABLE, SEE SECTION 1705.13.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL
INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
REQUIRED VERIFICATION AND INSPECTIONS
SOILS
CODE TABLE 1705.6
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY ___ X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. ___ X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ___ X
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X ___
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. ___ X
MASONRY
LEVEL 2 QUALITY ASSURANCE
MINIMUM TESTS
PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUT VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,
EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE
MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
X Art. 1.5
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1,
2.6 A
b. GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X Art. 2.4 B,2.4 H
c. GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS AND PRESTRESSING
TENDONS AND ANCHORAGES
X Art. 3.4,
3.6A
d. PRESTRESSING TECHNIQUE X Art. 3.6 B
e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X (b) X (c) Art. 2.1 C f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
a. GROUT SPACE X Art. 3.2 D,
3.2 F
b. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES X SEC. 10.8,
10.9 Art. 2.4, 3.6
c. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHOR BOLTS X SEC. 6.3.1,
6.3.6, 6.3.7
Art. 3.2 E,
3.4,
d. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B,2.4 G.1.b
4. VERIFY DURING CONSTRUCTION:
a. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS X Art. 1.5
b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION X Art. 3.3 B
c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 F d. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS, FRAMES OR OTHER
CONSTRUCTION
X SEC. 1.2.1(e),
6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE
BELOW 40°F ) OR HOT WEATHER (TEMPERATURE
ABOVE 90°F )
X Art. 1.8 C,
1.8 D
g. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X Art. 3.6 B
h. PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5,
3.6 C
i. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X (b) X (c) Art. 3.3 B.9,
3.3 F.1.b
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS AND/OR PRISMS X
Art.
1.4 B.2.a.3,
1.4 B.2.b.3,
1.4 B.2.c.3,
1.4 B.3,
1.4 B.4
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE
TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE (b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY
(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY
REQUIRED VERIFICATION AND INSPECTIONS
1. IN ACCORDANCE WITH SECTION 1704.6 OF THE CODE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING ELEMENTS OF CONSTRUCTION:
A. FOUNDATION REINFORCING AND ANCHORAGE, EXCLUDING THE SLAB ON GRADE REINFORCEMENT.
B. SHEATHING NAILING FOR THE WOOD LATERAL FORCE-RESISTING SYSTEM, INCLUDING DIAPHRAGMS AND SHEAR WALLS.
2. THE OBJECTIVE OF THE STRUCTURAL OBSERVATION IS TO BECOME FAMILIAR WITH THE PROGRESS AND QUALITY
OF THE CONTRACTOR'S WORK AND DETERMINE IF THE WORK IS BEING COMPLETED IN GENERAL
CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
A. STRUCTURAL OBSERVATIONS ARE NOT INSPECTIONS AND SHALL NOT BE USED AS A REPLACEMENT FOR
THE SPECIAL INSPECTIONS REQUIRED BY THE CODE OR REFERENCED STANDARD OR FOR SPECIAL INSPECTIONS REQUIRED IN THIS DOCUMENT.
B. THE PERSON COMPLETING THE STRUCTURAL OBSERVATIONS DOES NOT HAVE RESPONSIBILITY FOR ANY
ACTS OR OMISSIONS BY THE CONTRACTOR OR OF ANY OTHER ENTITY PROVIDING MATERIALS OR SERVICES ON THE PROJECT.
3. ADEQUATE NOTIFICATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER PERFORMING OBSERVATIONS, A MINIMUM OF (2) WORKING DAYS, PRIOR TO OBSERVATION OF THE WORK.
STRUCTURAL OBSERVATIONS
1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .
THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:
A. GENERAL:
a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.
B. OWNER REQUIREMENTS:
a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.
C. SPECIAL INSPECTOR QUALIFICATIONS:
a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING
OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE
DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF
SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES.
D. CONTRACTOR REQUIREMENTS:
a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL
OCCUR PRIOR TO SPECIAL INSPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR.
b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED
REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION.
c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE
BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.
E. SPECIAL INSPECTOR REPORT REQUIREMENTS:
a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING
OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THE COMPLETION OF THAT PHASE OF WORK.
f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
STATEMENT OF SPECIAL INSPECTIONS
1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:
A. STEEL INCLUDING MISC. METALS
a. SHOP DRAWINGS FOR FABRICATION AND ERECTION
c. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT
B. REINFORCING STEEL
C. CONCRETE MIX DESIGNS FOR ALL CONCRETE STRENGTHS 3,000 PSI AND ABOVE D. MASONRY INCLUDING BLOCKS, GROUT AND MORTAR
E. ROUGH CARPENTRY: WOOD PRODUCT DATA AND MANUFACTURER'S CERTIFICATES
2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:
A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:
B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED
PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS
AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.
D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.
3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS
SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.
4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT
CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THE CONTRACT DRAWINGS.
b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR
MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.
5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.
SUBMITTALS
1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.
EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OF
FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:
A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS) a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIED
FABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURAL STEEL FABRICATORS (AISC 201-06).
b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION. c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF COMPLIANCE
MUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS SUPPLIED AND WORK
PERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.
d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTION REPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY. d.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVER THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.
B. WOOD BUILDINGS
a. PREFABRICATED WOOD TRUSSES
b. STRUCTURAL GLUED LAMINATED TIMBER
SHOP FABRICATION
REQUIRED VERIFICATION AND INSPECTIONS (REDUCED SET)
WOOD
CODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2021
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC
CBC REFERENCE
1. HIGH LOAD DIAPHRAGM WOOD STRUCTURAL PANELS - VERIFY THE FOLLOWING:
- GRADE
- THICKNESS
- NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES - NAIL DIAMETER AND LENGTH
- NUMBER OF FASTENER LINES
- SPACING BETWEEN FASTENERS IN EACH LINE
- SPACING BETWEEN FASTENERS AT EDGE MARGINS
___ X 1705.5.1
2306.2
3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE SHEATHING LESS THAN OR EQUAL TO 4" OC.
- WOOD SHEAR WALLS
- WOOD DIPHRAGMS
- DRAG STRUTS
- SHEAR PANELS
- HOLD-DOWNS
___ X 1705.12.2
1705.13.2
4. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE SHEATHING GREATER THAN 4" OC (NOT REQUIRED)
- WOOD SHEAR WALLS
- WOOD DIAPHRAGMS
- DRAG STRUTS
- SHEAR PANELS
- HOLD-DOWNS
___ ___ 1705.12.2
1705.13.2
A B
A B
1 6
C1.25
C1.25 C1.25
F2.5
F2.5
F2.5
C1.25 C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
31 S-311
44 S-311
#4 @ 12" OC, EW
5" SOG W/
@ MID -HEIGHT
F3
F2.5
F2.5
F2
F3
31 S-311
21 S-311
23 S-311
31 S-311
31 S-311
31 S-311
44 S-311 F3
31 S-311
F3 F2.5
31 S-311
31 S-311
44 S-311
F2
31 S-311
31 S-311
C1.25
C1.25
C1.25
23 S-312 C1.25
31 S-311
31 S-311
31 S-311
31 S-311
6x6
(2) 2x12
(2) 2x12
6x6
6x6 7C
6x6
6x6
(2) 2x6
(3) 2x6
C
33'-5" (2) 2x6 6C
E
15'-6"
(2) 2x
E
23'-2"
6x6 6D
(2) 2x12 6A
B
8'-6"
(2) 2x6
C
12'-6"
(2) 2x6 6D
6x6 E
5'-7"
(2) 2x12 6A
G
16'-10"
E
8'-6"
6x6
(2) 2x12 6A
6x12
E
4'-5" 7C C
24'-11"
6A
2x12 TS
2x12 KS
2x12 TS
2x12 KS
6x6
6x6
(2) 2x6
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6
2x12 TS
2x12 KS
(2) 2x6
(2) 2x6
2x12 TS
2x12 KS
(2) 2x6 6x6
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
7C
6x6 7C
6x6
6A
6B
(2) 2x6
6x6 6A
6x6
6B
7C
7C
6D
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
6A
6A
6D
6x6 6A
6B
6x6
6B
6B
6C (2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6
F2.5 F2
(2) 2x6 TS
(2) 2x6 KS
F2
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS 2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
(2) 2x6 6A
6x6 6A
6x6 6A
B
8'-2"
(2) 2x6 6A
B
4'-5"
(2) 2x6
(2) 2x6
S
(2) 2x6 6A
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
(2) 2x6
2x6 TS
2x6 KS
2x6 TS
2x6 KS
(2) 2x6 6B
2x6 TS
2x6 KS
B
11'-1"
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
4x6
4x6
F2
SLOPE
2 PER ARCH
SLOPE
PER ARCH
SLOPE
PER ARCH SLOPE
PER ARCH
SLOPE
PER ARCH F2
SLOPE
PER ARCH
SLOPE
PER ARCH
SLOPE
PER ARCH
22 S-311
22 S-311
21 S-311
31 S-311
13 S-312
13 S-312
31 S-311
C1.25
1 6
1 FOUNDATION PLAN - BUILDING A
SCALE: 1/4" = 1'-0"
NORTH
S-201A
FOUNDATION PLAN NOTES
1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" COORESPONDS TO FINISHED FLOOR ELEVATION.
3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVE
6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.
7. SEE ARCHIECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.
8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.
10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-301.
11. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE
12. PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS. REFER TO 34/S-402 FOR PLATE WASHER REQUIREMENTS AT SHEAR WALLS.
13. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING.
14. ALL BOLT HOLES IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED.
INSPECTOR TO VERIFY.
15. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.
16. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:
A. 18" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B. 18" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
NOTE: FOOTING MUST BE DEEPEND LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE ANCHOR BOLT HOLDOWN EMBED DEPTHS.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405
SYMBOL LEGEND
X
XX'-X" INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON 13/S-402
INDICATES CONCRETE CURB
SS
INDICATES STEPPED FOOTING PER DETAIL 33/S-301
PAD FOOTING SCHEDULE
TYPE WIDTH LENGTH THICKNESS TOP REINF BOT REINF DETAIL
2'-0" 2'-0" 2'-0" SEE NOTE 16 (3) #5, EW (3) #5, EW 11/S-312 2'-6" 2'-6" 2'-0" SEE NOTE 16 (3) #5, EW (3) #5, EW 11/S-312 3'-0" 3'-0" 2'-0" SEE NOTE 16 (4) #5, EW (4) #5, EW 11/S-312 3'-6" 3'-6" 2'-0" SEE NOTE 16 (5) #5, EW (5) #5, EW 11/S-312 4'-0" 4'-0" 2'-0" SEE NOTE 16 (5) #5, EW (5) #5, EW 11/S-312 4'-6" 4'-6" 2'-0" SEE NOTE 16 (6) #5, EW (6) #5, EW 11/S-312 PER
PLAN
PER
PLAN 2'-0" SEE NOTE 16 11/S-312
F2
F2.5
F3
F3.5
F4
F4.5
FA
NOTE: FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE
AB HOLDOWN EMBED DEPTHS
SCHEDULES
HOLDOWN SCHEDULE
DETAIL
INDICATES SIMPSON SSTB HOLDOWN TO:
CONC FOUNDATION: 12/S-311
INDICATES SIMPSON SB HOLDOWN TO:
CONC FOUNDATION: 14/S-311
SPECIFIES HOLDOWN/
STRAP DETAIL
INDICATES HOLDOWN/
STRAP TYPE
1x
6x
7x
CONTINUOUS FOOTING SCHEDULE
MARK WIDTH MIN EMBED BELOW
LOWEST PAD GRADE LONG REINF TRANS REINF DETAIL
C1.25 1'-3" SEE NOTE 16 (2) #5 T&B #3 @ 12" OC, BOT 31/S-311
INDICATES SLAB ON GRADE DEPRESSION PER PLAN,
CONFIRM WITH ARCHITECTURAL DRAWINGS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - Plans.dwg, S-201A, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
3 3
3 3
3 3
B
3 C D E F
C D E F
2 2.5
3 4
5 .25
.25
F2.5
F2.5
F2.5
F2.5
F2.5
F2.5
F2.5
F2
F3
C1.25
C1.25
C1.25
C1.25
6x6 W/
'MPB66Z'
23 S-312
C1.25
C1.25
C1.25
C1.25
F2.5
C1.25
C1.25
31 S-311
31 S-311
31 S-311
43 S-311
31 S-311
31 S-311
31 S-311
31 S-311
31 S-311
43 S-311
31 S-311
31 S-311 43
S-311
21 S-311 31
S-311
31 S-311 31
S-311
23 S-311
31 S-311
31 S-311
31 S-311
F2
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
C1.25
31 S-311
31 S-311
31 S-311
C1.25
C1.25
C1.25
31 S-311
F4.5
C1.25
C1.25
C1.25
C1.25
C1.25
31 S-311
C1.25
C1.25
S
S
S
S
C1.25
S
S
C1.25
S
S
#4 @ 12" OC, EW
5" SOG W/
@ MID-HEIGHT
31 S-311
(2) 2x6
(2) 2x6 E
20'-1"
(2) 2x6
6x6
4x6 7C
(2) 2x6 (2) 2x6 (2) 2x6
(2) 2x6 6B
(2) 2x6
6x6 6x6 6B 7C (2) 2x6 6B
4x6 6B
C
33'-5"
E
8'-6"
C
25'-5"
D
23'-6"
D
23'-6"
E
7'-5"
E
10'-4"
E
19'-2"
4x6 7C
E
10'-6"
C
9'-10"
6x6 7C
C
8'-4"
6B (2) 2x6 6B (2) 2x6 6C
E
15'-5"
6x6 6B (2) 2x6 6B
(2) 2x6 6C
(2) 2x6
E
4'-3"
(2) 2x6
4x6 TS
(2) 2x4 KS
4x8 TS
4x4 KS
(2) 2x6 TS
6x6
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6
6x6 (2) 2x6
4x6 TS
4x4 KS
6A 6A 6A 6A
31 S-311
6x8 6A
6C
6C 6C
6x6 W/
'MPB66Z'
23 S-312
(2) 2x6
23 S-312
6x6 W/
'MPB66Z'
6C
6A
4x8 6A 4x8 6A 4x8 6A 4x8 6A 4x8 6A 4x8 6A
4x6 TS
4x4 KS
6B
6B
6A
4x6 6B
(2) 2x6 TS
(2) 2x6 KS
6B
6B
7C 6x6
(2) 2x6
6x6 7C
6x6 W/
'MPB66Z'
23 S-312
7C
(2) 2x6
31 S-311 (2) 2x6
6x6 W/
'MPB66Z'
23 S-312
23 S-312
6x6 W/
'MPB66Z'
6x6 W/
'MPB66Z'
23 S-312
6x8 6A
6B
6B
6B 4x6
6C 4x6
F2
F2 FA
3'-0"
2'-0"
4x6
4x6
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
6x6 6A
B
4'-5"
(2) 2x6
(2) 2x6 (2) 2x6 TS
(2) 2x6 KS
(2) 2x6
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
SS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
(2) 2x6 6A
B
2'-8"
SS
B
15'-9"
(2) 2x6
2x6 TS
2x6 KS
(2) 2x6
2x6 TS
2x6 KS
2x6 TS
2x6 KS
6B 4x6
F2 F2 F2
(2) 2x4 TS
2x4 KS
(2) 2x4 TS
2x4 KS
(2) 2x4 TS
2x4 KS
(2) 2x4 TS
2x4 KS
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 TS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
(2) 2x6 6A
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS 2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS (2) 2x6
2x6 KS
2x6 TS
2x6 KS
(2) 2x6
(2) 2x6
(2) 2x6 (2) 2x6
(2) 2x6
2x6 TS
2x6 KS
(2) 2x6 6A (2) 2x6 6A
RETAINING WALL FTG REINF @
THIS LOCATION TO BE CONT
RETAINING WALL FTG REINF @
THIS LOCATION TO BE CONT
RETAINING WALL FTG REINF @
THIS LOCATION TO BE CONT
4x6
4x6
4x6
F4.5 F4.5 F4.5 F4.5 F4.5
4x6
(2) 2x6
B (2) 2x6
3'-6"
(2) 2x6
B
3'-6"
6B
6B
6B
(2) 2x6 6B
31 S-311
2x6 TS
(2) 2x6 KS
31 S-311
C1.25
23 S-311
13 S-312
13 S-312
6x6
2x6 TS
2x6 KS
C1.25
C1.25C1.25
C1.25
2 2.5
3 4
5 1 FOUNDATION PLAN - BUILDING B
SCALE: 1/4" = 1'-0"
NORTH
S-201B
FOUNDATION PLAN NOTES
1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" COORESPONDS TO FINISHED FLOOR ELEVATION.
3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVE
6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.
7. SEE ARCHIECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.
8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.
10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-301.
11. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE
12. PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS. REFER TO 34/S-402 FOR PLATE WASHER REQUIREMENTS AT SHEAR WALLS.
13. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING.
14. ALL BOLT HOLES IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED.
INSPECTOR TO VERIFY.
15. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.
16. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:
A. 18" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B. 18" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
NOTE: FOOTING MUST BE DEEPEND LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE ANCHOR BOLT HOLDOWN EMBED DEPTHS.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405
SYMBOL LEGEND
X
XX'-X" INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON 13/S-402
INDICATES CONCRETE CURB
SS
INDICATES STEPPED FOOTING PER DETAIL 33/S-301
PAD FOOTING SCHEDULE
TYPE WIDTH LENGTH THICKNESS TOP REINF BOT REINF DETAIL
2'-0" 2'-0" 2'-0" SEE NOTE 16 (3) #5, EW (3) #5, EW 11/S-312 2'-6" 2'-6" 2'-0" SEE NOTE 16 (3) #5, EW (3) #5, EW 11/S-312 3'-0" 3'-0" 2'-0" SEE NOTE 16 (4) #5, EW (4) #5, EW 11/S-312 3'-6" 3'-6" 2'-0" SEE NOTE 16 (5) #5, EW (5) #5, EW 11/S-312 4'-0" 4'-0" 2'-0" SEE NOTE 16 (5) #5, EW (5) #5, EW 11/S-312 4'-6" 4'-6" 2'-0" SEE NOTE 16 (6) #5, EW (6) #5, EW 11/S-312 PER
PLAN
PER
PLAN 2'-0" SEE NOTE 16 11/S-312
F2
F2.5
F3
F3.5
F4
F4.5
FA
NOTE: FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE
AB HOLDOWN EMBED DEPTHS
SCHEDULES
HOLDOWN SCHEDULE
DETAIL
INDICATES SIMPSON SSTB HOLDOWN TO:
CONC FOUNDATION: 12/S-311
INDICATES SIMPSON SB HOLDOWN TO:
CONC FOUNDATION: 14/S-311
SPECIFIES HOLDOWN/
STRAP DETAIL
INDICATES HOLDOWN/
STRAP TYPE
1x
6x
7x
CONTINUOUS FOOTING SCHEDULE
MARK WIDTH MIN EMBED BELOW
LOWEST PAD GRADE LONG REINF TRANS REINF DETAIL
C1.25 1'-3" SEE NOTE 16 (2) #5 T&B #3 @ 12" OC, BOT 31/S-311
INDICATES SLAB ON GRADE DEPRESSION PER PLAN,
CONFIRM WITH ARCHITECTURAL DRAWINGS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - Plans.dwg, S-201B, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
26 (
6 3
3 2x S 3
3 B
3 A B
A B
1 6
12 S-411
34 S-411
12 S-411
52 S-412
22 S-412
54 S-412
42 S-411
12 S-412
34 S-411 32
S-411
34 S-412
31 S-411
51 S-412
H6
B8
2x12 KS
2x12 TS
31 S-411
32 S-403
23 S-412
12 S-422
23 S-422
14 S-411
H5
(2) 2x6
H6
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
H3
B7
(2) 2x6
CRIPPLE
POST
H6
2x12 KS
2x12 TS
TYP @ STAIRS
12 S-412
(2) 2x6 CRIPPLE POST
31 S-411
32 S-411
32 (2) 2x6
S-412 CRIPPLE
POST
52 S-412
12 S-412
PA
6x6
42 S-411
6x6
(2) 2x6
W/ 'CCQ'
(2) 2x6
(2) 2x6
CRIPPLE
POST
H3
'HUCQ', TYP 'HUCQ', TYP
(3) STAIR STRINGERS PER
DETAIL 32/S-403 TYP.
6x6 (2) 2x6
14 S-411
2x12 KS
2x12 TS
'HUCQ'
'HUCQ'
(2) 2x6
D
6x6
2x12 KS
2x12 TS
12 S-411
2x12 KS
2x12 TS
32 6x6
S-412 CRIPPLE
POST
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
2x12 KS
2x12 TS
6x6
6x6
(2) 2x6
6x6
J
23 S-422
H
C
TYPE C FULLY BLKD
DIAPH SHTG
REFER TO 12/S-403
(2) 2x6 KS
(2) 2x6 TS
C
TYPE C FULLY BLKD
DIAPH SHTG
REFER TO 12/S-403
(2) 2x6 TS
(2) 2x6 KS PA
(2) 2x6 TS
(2) 2x6 KS
C
TYPE C FULLY BLKD
DIAPH SHTG
REFER TO 12/S-403
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 TS
2x6 KS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 34
S-412
44 S-412
STAIR STRINGERS
PER DETAIL 32/S-403
TYP.
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6
(2) 2x6
A
(2) 2x
C
6 IPP
PO
E
ST
H3
2x
2x6
TS
KS
2B C
24'-11"
4 2C
E
4'-5"
6x12
2B (2) 2x12
6x6
J1
B2
J1
B3
B1
B3 5A B3 B3 5A FTA
B3 E
8'-6"
B3
B3
G
16'-10"
2B (2) 2x12
E
5'-7"
6x6
B3
J1 J1
J1
J7
2B
B5 STRUT
(2) 2x6
C
12'-6"
J7
(2) 2x6
J1
(2) 2x6
B
8'-6"
J2
J1
J2
B5 STRUT
2C (2) 2x12
B3 B3
E
23'-2"
4 J5
(2) 2
B7
J6 J6
CMSTC16 CONT
B3
E
15'-6"
CMSTC16
2B (2) 2x6
C
33'-5"
CS16 (5'-0" LENGTH)
(2
(2)
2x
6H
2x6
TS
KS
B3
(2
'
) 2x
HUCQ',
B3
YP
6 6
B
(2)
(2)
2x6
'H
J1
2x6
TS
CQ
KS
', TY
B
P
3 TA
3 6
B
x6
J
(2 S
(3) 2x6
FTA
(2) 2x6
6x6
6x6 6x6
J2 2C 6x6
J2
6x6
(2) 2x12 (2) 2x12 J6 CMSTC16 (14'-0" LENGTH) CS14 (6'-0" LENGTH) 6x6 CMSTC16 MSTC C J6 B3
6 6
3 6x6
6x8
CS14
2C
B
8'-2"
B
11'-1"
B6
B6
(2) 2x6
6x6
6'-0"
4'-0"
6'-0"
(2) 2x6
2x6 KS
2x6 TS B7
B8
44 S-412
(2) 2x6
(2) 2x6
6x6 B
4'-5"
6x6
(2) 2x6 TS
(2) 2x6 KS
41 S-412
@ STAIR
RISER
12 S-411
@ FLR
FRMG
24 S-422
CS14 (6'-0" LENGTH)
4x6
4x6
'HUCQ'
PA
2x6 TS
2x6 KS
2x6 TS
2x6 KS
6x6 CRIPPLE
POST
H4
24 S-411 TYP
C
TYPE C FULLY BLKD
DIAPH SHTG
REFER TO 12/S-403
) GTH
6 LEN
H
'-0" 4 (6 CS GTH LEN -0" (6
(2
H6
)
H) NGT " LE 5'-0 S16 C 6x6
4'-0"
4'-0"
CS14
HIGH
J1 J1
J7
H
H
2 1
6 S-202A
1 ROOF FRAMING PLAN - BUILDING A
SCALE: 1/4" = 1'-0"
NORTH
FLOOR FRAMING PLAN NOTES SYMBOL LEGEND
X
XX'-X"
INDICATES BLOCKING & STRAPPING ABOVE &
BELOW WINDOW OPENINGS PER DETAIL 44/S-402
INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON 13/S-402
C
X
INDICATES HEADER @ OPENING. REFER TO 32/S-401
FOR HEADER SIZE, UNO ON PLANS
1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS
2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23/S-403 FOR TYPICAL OPENINGS, UNO.
5. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE.
ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.
6. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHIECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTION WALL DETAIL 43/S-401, UNO.
7. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN), STGR.
8. DIAPHRAGM TYPE:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
ALL FLOOR DIAPHRAGMS SHALL BE TYPE B, UNO
REFER TO 12/S-403
9. SHEATH ALL EXTERIOR WALLS WITH A MINIMUM 15 32" RATED SHEATHING - EXPOSURE 1 PLYWOOD (NAILING 8d 6" EN / 12" FN) IF SHEATING IS NOT REQUIRED PER PLAN. *
INDICATES STRAP PER 34/S-405, UNO
INDICATES DRAG TRUSS CONNECTOR PER 31/S-405, UNO DSC#
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405 INDICATES CONT BLK & STRAP PER 24/S-405 @ FLOOR, UNO
SCHEDULES
HOLDOWN SCHEDULE
DETAIL
INDICATES SIMPSON STRAP TO WALL BELOW 12/S-405
INDICATES SIMPSON STRAP TO BEAM BELOW 14/S-405
SPECIFIES HOLDOWN/
STRAP DETAIL
INDICATES HOLDOWN/
STRAP TYPE
1x
2x
5x
INDICATES TOP PLATE SPLICE NAILING PER 33 & 34/S-403
NOTE THAT NAILING APPLIES TO ENTIRE LENGTH OF TOP
PLATE. PROVIDE TYPE SPLICE, UNO
FLOOR/ROOF HEADER SCHEDULE
MARK SIZE REMARKS
H1 4x8
H2 4x12
H3 6x6
H4 6x8
H5 6x10
H6 6x14
H7 1 3 4" x 9 1
4" LVL 2 PLY
STUD WALL SCHEDULE
WALL HATCH STUD SIZE STUD SPACING HDR SIZE,
UNO
2x12 DF No. 2 STUDS 16" OC
32/S-401
NON BRG WALLS
FLOOR/ROOF BEAM SCHEDULE
MARK SIZE REMARKS
B1 1 3 4" x 11 7 8" LVL
B2 1 3 4" x 11 7 8" LVL 2 PLY
B3 1 3 4" x 11 7 8" LVL 3 PLY
B4 1 3 4" x 11 7 8" LVL 4 PLY
B5 1 3 4" x 11 7 8" LVL 2 PLY
B6 6x8
B7 6x10
B8 6x12
B9 2x12 2 PLY
B10 1 3 4" x 11 1
4" LVL 3PLY
B11 4x8
2x4 DF No. 2 STUDS
2x6 DF No. 2 STUDS
16" OC
16" OC
16" OC
FLOOR/ROOF JOIST SCHEDULE
MARK SIZE REMARKS
J1 11 7 8" TJI 360 @ 16" OC
J2 11 7 8" TJI 360 @ 16" OC 2 PLY
J3 NOT USED
J4 NOT USED
J5 2x10 @ 24" OC
J6 4x8 @ 24" OC
J7 2x12 @ 12" OC RIPPED FOR SLOPE
(9" MIN DEPTH) 2x6 DF No. 2 STUDS 8" OC
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - Plans.dwg, S-202A, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
3 B
3 C D E F
C D E F
2 2.5
3 4
5 12
S-422
23 S-422
31 S-411
14 S-411
12 S-411
12 S-411
21 S-412
31 S-411
23 S-411
31 S-411
53 S-412
11 S-412
32 S-403
14 S-411
11 S-422
31 S-411
12 S-411
14 S-422
31 S-411
11 S-412
12 S-412
14 S-412
12 S-412
12 S-412
(2) 2x6 TS
6x6 32
S-412
4x4 KS
4x6 TS
22 6x6
S-422
23 S-422
12 S-422
23 S-422
(2) 2x6 KS
(2) 2x6 TS
33 S-412
STAIR
STRINGERS PER
DETAIL 32/S-403, TYP
(2) 2x6
(2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6
4x8
@ LOW ROOF
TO WALL
6x8
CRIPPLE POST
4x8 4x8
11 S-412
(2) 2x6 KS
(2) 2x6 TS
6x6
CRIPPLE
POST BEL
(2) 2x6
4x4 KS
4x6 TS
6x6 32
CRIPPLE POST S-412
4x4 KS
4x8 TS 4x6
4x6
H4
4x8 4x8 4x8
HUCQ, TYP
GERS PER
TYP.
6x6 6x6 W/ 'CCQ'
(2) 2x6
23 S-422
(2) 2x4 KS
4x6 TS
14 S-412
14 S-412
14 S-412
22 S-422
6x6 22
S-422
6x6 22 6x6
S-422
22 6x6
S-422
22 S-422
6x6
(2) 2x6
C
TYPE C FULLY BLKD
DIAPH SHTG
REFER TO 12/S-403
C
TYPE C FULLY BLKD
DIAPH SHTG
REFER TO 12/S-403
D D
J
H1
H4
STAIRS
TYP @
H4
4x6
4x6
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
4x6 (2) 2x6
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 KS
2x6 TS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
(2) 2x6 KS
(2) 2x6 TS
44 S-412
52 STAIR STRINGERS S-412
PER DETAIL 32/S-403
TYP. 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 (2) 2x6
(2) 2x6
(2) 2x6 (2
2x TS
2x6 KS
(2)
2 2x6
H
6 T
(2
UC
) 2x
Q, T
6 KS
YP
2x6
(2) 2
TS
2x6 KS
4x
x6
2 4
S
x6 S
(2) 2x6
4x
TS
8 2x6 T
2x6 KS
x6
4x8
4x6
2) 2
TS
x4 KS
6 4x
6 C IPP E P
4x8
OST
4x4
TS
KS
4x8
x6
x8
x6
x4
S
S
6x6
6x
CRI PLE PO
4x
T
4x4
TS
KS
(2) 2x6 E
4'-3"
J6 @ LOW ROOF
B4
B2
B4 B4
J6 @ LOW ROOF
B4 B4 B4
J1 @ FLR
J6 @ LOW ROOF
J1 @ FLR
2B
2C (2) 2x6
J7
5A (2) 2x6
2C 4x6
B3
J7
H2
B7
J6 J6
2C 4x6
H7
5A FTA 2D 6x6
B3
J6
B6
4x6 @ 24" OC
E
15'-5"
3 B6 B6
J7
2x6 T
2x KS
2x
H4
TS
2x6 KS 2x6
x6
TS
KS
(2) 2x6
(2
(2
2x
) 2x
6 TS
6 KS
(2) 2x6
(2 2x
(2 2x6
2 2x6
x6 KSS
(
4 (
2) 2
6 2) 2x
x6 T
x6 K
(2) 2x6
H4
(2) 2x6
(2) 2x6
(2 2x6
2x
2x6
6 TS
KS
(2) 2x6
2B (2) 2x6
2A (2) 2x6 2A (2) 2x6
J6 J6
C
8'-4"
3 2D 6x6
C
9'-10"
3 E
10'-9"
3 B3
2D 6x6
2C 4x6
E
19'-2"
3 E
10'-4"
E
7'-5"
B5 STRUT B5 STRUT B5 STRUT B5 STRUT
J2
J1 J1 J1
J2
D
23'-6"
D
23'-6"
C
25'-5"
B10 B8
B8
J7
J7
B3
E
8'-6"
3 C
33'-5"
2C 4x6
2D (2) 2x6 2D 6x6
J7
CS14 CS14 CS14 CS14 CS14
J1 J2 J1 J2
(2) 2x6
2A (2) 2x6
(2) 2x6 (2) 2x6 (2) 2x6
2D 6x6 6x6
ABV
2C 4x6
J1 @ FLR
CS14
6x6
4x6 @ 24" OC
E
20'-1"
3 6x8
B6
B6
B6
B6
B
15'-9"
B
2'-8"
5C FTA 5C FTA
4x6 @ 24" OC
H4
31 S-412
PA
2x6 KS
2x6 TS
2x6 KS
2x6 TS
(2) 2x6 (2) 2x6
J7
2x6 KS
2x6 TS
2D 6x6
J7
(2) 2x6
(2) 2x6
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 TS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6
(2) 2x6
2x6 TS
2x6 KS
16'-0"
8'-0"
(2) 2x6
B7
(2) 2x6 (2) 2x6
(2) 2x6
2x6 KS
2x6 TS 24
S-422
H4
2x4 KS
(2) 2x4 TS
2x4 KS
(2) 2x4 TS
2x4 KS
(2) 2x4 TS
2x4 KS
(2) 2x4 TS
2x6 KS
2x6 TS
44 S-412
34 S-412
43 S-412
42 S-412
@ TRELLIS
21 S-422 2x6 KS
2x6 TS
(2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
(2) 2x6
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
@ TRELLIS
21 S-422 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
B
4'-5"
6x6
H1
(2) 2x6
AIR
ER
24 S-422
31 S-412
PA
B11
B11
PA
4x6
B5 STRUT B5 STRUTB5 STRUT B5 STRUT
2x6 KS
2x6 TS
CS16CS16
31 S-412
PA
B11 B5 STRUT B5 STRUT CS16
B11 B5 STRUT B5 STRUT CS16B11 B5 STRUT B5 STRUT CS16B11 B5 STRUT B5 STRUT CS16 2x6 KS
2x6 TS
2x6 KS
2x6 TS
31 S-412
PA
4x6 34
S-422
2x6 KS
2x6 TS
4x6 34
CRIPPLE S-422
4x6 34 POST
S-422
4x6 34
S-422 CRIPPLE
POST
4x6 34
CRIPPLE S-422 POST
4x6 34
S-422 CRIPPLE
POST
32 S-422
32 S-422
32 S-422
41 S-412
@STAIR RISER
SIM
12 S-412 SIM
12 S-412 SIM
SIM
SIM
2x6 TS
2x6 KS
2x6 TS
2x6 KS
6x6 CRIPPLE
POST
H4
6x6 CRIPPLE
POST
H4
B
3'-6"
(2) 2x6
(2) 2x6
B
3'-6"
(2) 2x6
(2) 2x6
H4
(2) 2x6
CRIPPLE POST (2) 2x6
CRIPPLE
POST
H4
(2) 2x6
CRIPPLE
POST
(2) 2x6 KS
2x6 TS
H5
2x6 KS
2x6 TS 6x6
6x6
2 2.5
3 4
5 S-202B
1 ROOF FRAMING PLAN - BUILDING B
SCALE: 1/4" = 1'-0"
NORTH
FLOOR FRAMING PLAN NOTES SYMBOL LEGEND
X
XX'-X"
INDICATES BLOCKING & STRAPPING ABOVE &
BELOW WINDOW OPENINGS PER DETAIL 44/S-402
INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON 13/S-402
C
X
INDICATES HEADER @ OPENING. REFER TO 32/S-401
FOR HEADER SIZE, UNO ON PLANS
1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS
2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23/S-403 FOR TYPICAL OPENINGS, UNO.
5. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE.
ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.
6. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHIECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTION WALL DETAIL 43/S-401, UNO.
7. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN), STGR.
8. DIAPHRAGM TYPE:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
ALL FLOOR DIAPHRAGMS SHALL BE TYPE B, UNO
REFER TO 12/S-403
9. SHEATH ALL EXTERIOR WALLS WITH A MINIMUM 15 32" RATED SHEATHING - EXPOSURE 1 PLYWOOD (NAILING 8d 6" EN / 12" FN) IF SHEATING IS NOT REQUIRED PER PLAN. *
INDICATES STRAP PER 34/S-405, UNO
INDICATES DRAG TRUSS CONNECTOR PER 31/S-405, UNO DSC#
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405 INDICATES CONT BLK & STRAP PER 24/S-405 @ FLOOR, UNO
SCHEDULES
HOLDOWN SCHEDULE
DETAIL
INDICATES SIMPSON STRAP TO WALL BELOW 12/S-405
INDICATES SIMPSON STRAP TO BEAM BELOW 14/S-405
SPECIFIES HOLDOWN/
STRAP DETAIL
INDICATES HOLDOWN/
STRAP TYPE
1x
2x
5x
INDICATES TOP PLATE SPLICE NAILING PER 33 & 34/S-403
NOTE THAT NAILING APPLIES TO ENTIRE LENGTH OF TOP
PLATE. PROVIDE TYPE SPLICE, UNO
FLOOR/ROOF HEADER SCHEDULE
MARK SIZE REMARKS
H1 4x8
H2 4x12
H3 6x6
H4 6x8
H5 6x10
H6 6x14
H7 1 3 4" x 9 1
4" LVL 2 PLY
STUD WALL SCHEDULE
WALL HATCH STUD SIZE STUD SPACING HDR SIZE,
UNO
2x12 DF No. 2 STUDS 16" OC
32/S-401
NON BRG WALLS
FLOOR/ROOF BEAM SCHEDULE
MARK SIZE REMARKS
B1 1 3 4" x 11 7 8" LVL
B2 1 3 4" x 11 7 8" LVL 2 PLY
B3 1 3 4" x 11 7 8" LVL 3 PLY
B4 1 3 4" x 11 7 8" LVL 4 PLY
B5 1 3 4" x 11 7 8" LVL 2 PLY
B6 6x8
B7 6x10
B8 6x12
B9 2x12 2 PLY
B10 1 3 4" x 11 1
4" LVL 3PLY
B11 4x8
2x4 DF No. 2 STUDS
2x6 DF No. 2 STUDS
16" OC
16" OC
16" OC
FLOOR/ROOF JOIST SCHEDULE
MARK SIZE REMARKS
J1 11 7 8" TJI 360 @ 16" OC
J2 11 7 8" TJI 360 @ 16" OC 2 PLY
J3 NOT USED
J4 NOT USED
J5 2x10 @ 24" OC
J6 4x8 @ 24" OC
J7 2x12 @ 12" OC RIPPED FOR SLOPE
(9" MIN DEPTH) 2x6 DF No. 2 STUDS 8" OC
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - Plans.dwg, S-202B, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
2 2
B
3 3
RT
GT (1500#)
GT (1500#)
GT (1500#)
GT
RT
RT
JT
JT
JT
JT
JT
A B
A B
1 6 13
S-421
B
24'-11" 2
23 S-421
2 D
15'-6" 44
S-421
13 S-421
D
4'-5"
B
24'-11"
2 13
S-421
C
15'-5"
2 13
S-421
13 S-421
23 S-421
C
15'-5"
2 13
S-421
13 S-421
(2) 2x6
(2) 2x6
B
15'-11"
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6
CS16
DT (350 PLF)
B7
HR
HR
HR
31 S-421
24 S-421
13 S-421
31 S-421
CMSTC16
SGT (150 PLF)
24 S-421
31 S-421
DSC2
CS16
DSC2DT (1500#)
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
42 S-421
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
6x6
4x4 4x4
2x6 TS
2x6 KS
(2) 2x6
(2) 2x6 (2) 2x6
6x6
(2) 2x6
6x6
CS16
(2) 2x6
6x6
2x6 TS
2x6 KS
SGT (150 PLF)
SIM
4x6
1 6
S-203A
1 ROOF FRAMING PLAN - BUILDING A
SCALE: 1/4" = 1'-0"
NORTH
ROOF FRAMING NOTES SYMBOL LEGEND
X
XX'-X"
INDICATES BLOCKING & STRAPPING ABOVE &
BELOW WINDOW OPENINGS PER DETAIL 44/S-402
INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON 13/S-402
C
X
INDICATES HEADER @ OPENING. REFER TO 32/S-401
FOR HEADER SIZE, UNO ON PLANS
INDICATES TOP PLATE SPLICE NAILING PER 33 & 34/S-403
NOTE THAT NAILING APPLIES TO ENTIRE LENGTH OF TOP
PLATE. PROVIDE TYPE SPLICE, UNO
*
INDICATES CONT BLK & STRAP PER 24/S-405 @ ROOF, UNO
INDICATES STRAP PER 34/S-405, UNO
INDICATES DRAG TRUSS CONNECTOR PER 31/S-405, UNO DSC#
1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS
2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23/S-403 FOR TYPICAL OPENINGS, UNO.
5. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE.
ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.
6. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHIECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAIL 43/S-401, UNO.
7. DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/S-403
8. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN), STGR.
9. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR OTHERWISE
ALTERED IN ANY WAY WTHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.
10. ALTERATIONS RESULTING IN THE ADDTION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT,
WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
11. SHEATH ALL EXTERIOR WALLS WITH A MINIMUM 15 32" RATED SHEATHING - EXPOSURE 1 PLYWOOD (NAILING 8d 6" EN / 12" FN) IF SHEATING IS NOT REQUIRED PER PLAN.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405
1. FOR PREFABRICATED ROOF TRUSS NOTES SEE NOTES ON SHEET S-103
ROOF TRUSS SCHEDULE
MARK DESCRIPTION REMARKS
RT ROOF TRUSS (COMMON)
SGT STRUCTURAL GABLE TRUSS
MT MONO PITCH TRUSS
JT JACK TRUSS
VJT VALLEY JACK TRUSS
CJT CORNER JACK TRUSS
GT GIRDER TRUSS
MGT MONO PITCH GIRDER TRUSS
DT (#*) DRAG TRUSS
CGT CALIFORNIA GIRDER TRUSS
HR HIP RAFTER / JACK RAFTER
CHT CALIFORNIA HIP TRUSS
(
SCHEDULES PREFABRICATED ROOF TRUSS
STUD WALL SCHEDULE
WALL HATCH STUD SIZE STUD SPACING HDR SIZE,
UNO
2x12 DF No. 2 STUDS 16" OC
32/S-401
NON BRG WALLS
FLOOR/ROOF BEAM SCHEDULE
MARK SIZE REMARKS
B1 1 3 4" x 11 7 8" LVL
B2 1 3 4" x 11 7 8" LVL 2 PLY
B3 1 3 4" x 11 7 8" LVL 3 PLY
B4 1 3 4" x 11 7 8" LVL 4 PLY
B5 1 3 4" x 11 7 8" LVL 2 PLY
B6 6x8
B7 6x10
B8 6x12
B9 2x12 2 PLY
B10 1 3 4" x 11 1
4" LVL 3PLY
B11 4x8
2x4 DF No. 2 STUDS
2x6 DF No. 2 STUDS
16" OC
16" OC
16" OC
FLOOR/ROOF BEAM SCHEDULE
MARK SIZE REMARKS
H1 4x8
H2 4x12
H3 6x6
H4 6x8
H5 6x10
H6 6x14
H7 1 3 4" x9 1
4" LVL 2 PLY
FLOOR/ROOF JOIST SCHEDULE
MARK SIZE REMARKS
J1 11 7 8" TJI 360 @ 16" OC
J2 11 7 8" TJI 360 @ 16" OC 2 PLY
J3 NOT USED
J4 NOT USED
J5 2x10 @ 24" OC
J6 4x8 @ 24" OC
J7 2x12 @ 12" OC RIPPED FOR SLOPE
(9" MIN DEPTH)
2x6 DF No. 2 STUDS 8" OC
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - Plans.dwg, S-203A, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
RT
GT
GT
RT
JT
JT
RT
JT
JT
C D E F
C D E F
2 2.5
3 4
5 B
8'-6" 2 23
S-421
B
9'-10"
2 13
S-421
B
25'-5" 13
S-421
2 D
6'-6"
2 (2) 2x6
13 S-421
B
33'-5"
2 4x4
4x4
C
23'-6"
4x4
4x4
D
15'-11"
2 13
S-421
D
13'-10"
2 13
S-421
D
11'-8"
2 11
S-422
13 S-421
D
25'-11"
2 42
S-421
42 S-421
B
23'-6"
6x6 6x6 6x6 22
S-422
6x6
B6
(2) 2x6
(2) 2x6
(2) 2x6 (2) 2x6
B1
(2) 2x6
B1
CMSTC14
(2) 2x6
4x6 (2) 2x6 (2) 2x6
21 (2) 2x6
S-422
@ TRELLIS
(2) 2x6
B6
(2) 2x6 (2) 2x6
4x6 @ 24" OC
4x6 @ 24" OC
G
HR
HR
HR
JT JT
HR
JT
DT (350 PLF)
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
H5
24 S-421
DT (6500#)
31 S-421
CMST14
CS16
CMST14
SGT (150 PLF)
31 S-421 31
S-421
H5
(2) 2x6 TS
(2) 2x6 KS
(2) 2x6 TS
(2) 2x6 KS
CS14 (12'-0" LENGTH)
DT (350 PLF)
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
C
2'-8"
2x6 TS
2x6 KS
6x8
6x8
2x6 TS
2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
44 S-421
2x6 TS
2x6 KS
2x6 TS
2x6 KS
J6
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
(2) 2x6 KS
2x6 TS
2x6 KS
2x6 TS
2x6 KS
GT
4x6
4x6
4x6
(2) 2x6
31 S-422
22 S-422
22 S-422
22 S-422
B11B11
DT (1000#)DT (1000#)
DT (1000#)
B11
B11
2x6 TS
(2) 2x6 KS
DT (1000#)
33 (2) 2x6
S-422
4x6
CRIPPLE
POST
33 4x6
S-422
33 4x6
S-422
21 S-422
@ TRELLIS
33 S-422
2x6 TS
(2) 2x6 KS
32 S-422
32 S-422
(2) 2x6
(2) 2x6 CRIPPLE POST
(2) 2x6 CRIPPLE POST
SIM SIM
2 2.5
3 4
5 S-203B
1 ROOF FRAMING PLAN - BUILDING B
SCALE: 1/4" = 1'-0"
NORTH
ROOF FRAMING NOTES SYMBOL LEGEND
X
XX'-X"
INDICATES BLOCKING & STRAPPING ABOVE &
BELOW WINDOW OPENINGS PER DETAIL 44/S-402
INDICATES SHEAR WALL TYPE AND LENGTH,
SEE SCHEDULE ON 13/S-402
C
X
INDICATES HEADER @ OPENING. REFER TO 32/S-401
FOR HEADER SIZE, UNO ON PLANS
INDICATES TOP PLATE SPLICE NAILING PER 33 & 34/S-403
NOTE THAT NAILING APPLIES TO ENTIRE LENGTH OF TOP
PLATE. PROVIDE TYPE SPLICE, UNO
*
INDICATES CONT BLK & STRAP PER 24/S-405 @ ROOF, UNO
INDICATES STRAP PER 34/S-405, UNO
INDICATES DRAG TRUSS CONNECTOR PER 31/S-405, UNO DSC#
1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS
2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23/S-403 FOR TYPICAL OPENINGS, UNO.
5. ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE.
ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.
6. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHIECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAIL 43/S-401, UNO.
7. DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/S-403
8. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN), STGR.
9. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR OTHERWISE
ALTERED IN ANY WAY WTHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.
10. ALTERATIONS RESULTING IN THE ADDTION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT,
WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
11. SHEATH ALL EXTERIOR WALLS WITH A MINIMUM 15 32" RATED SHEATHING - EXPOSURE 1 PLYWOOD (NAILING 8d 6" EN / 12" FN) IF SHEATING IS NOT REQUIRED PER PLAN.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405
1. FOR PREFABRICATED ROOF TRUSS NOTES SEE NOTES ON SHEET S-103
ROOF TRUSS SCHEDULE
MARK DESCRIPTION REMARKS
RT ROOF TRUSS (COMMON)
SGT STRUCTURAL GABLE TRUSS
MT MONO PITCH TRUSS
JT JACK TRUSS
VJT VALLEY JACK TRUSS
CJT CORNER JACK TRUSS
GT GIRDER TRUSS
MGT MONO PITCH GIRDER TRUSS
DT (#*) DRAG TRUSS
CGT CALIFORNIA GIRDER TRUSS
HR HIP RAFTER / JACK RAFTER
CHT CALIFORNIA HIP TRUSS
(
SCHEDULES PREFABRICATED ROOF TRUSS
STUD WALL SCHEDULE
WALL HATCH STUD SIZE STUD SPACING HDR SIZE,
UNO
2x12 DF No. 2 STUDS 16" OC
32/S-401
NON BRG WALLS
FLOOR/ROOF BEAM SCHEDULE
MARK SIZE REMARKS
B1 1 3 4" x 11 7 8" LVL
B2 1 3 4" x 11 7 8" LVL 2 PLY
B3 1 3 4" x 11 7 8" LVL 3 PLY
B4 1 3 4" x 11 7 8" LVL 4 PLY
B5 1 3 4" x 11 7 8" LVL 2 PLY
B6 6x8
B7 6x10
B8 6x12
B9 2x12 2 PLY
B10 1 3 4" x 11 1
4" LVL 3PLY
B11 4x8
2x4 DF No. 2 STUDS
2x6 DF No. 2 STUDS
16" OC
16" OC
16" OC
FLOOR/ROOF BEAM SCHEDULE
MARK SIZE REMARKS
H1 4x8
H2 4x12
H3 6x6
H4 6x8
H5 6x10
H6 6x14
H7 1 3 4" x9 1
4" LVL 2 PLY
FLOOR/ROOF JOIST SCHEDULE
MARK SIZE REMARKS
J1 11 7 8" TJI 360 @ 16" OC
J2 11 7 8" TJI 360 @ 16" OC 2 PLY
J3 NOT USED
J4 NOT USED
J5 2x10 @ 24" OC
J6 4x8 @ 24" OC
J7 2x12 @ 12" OC RIPPED FOR SLOPE
(9" MIN DEPTH)
2x6 DF No. 2 STUDS 8" OC
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - Plans.dwg, S-203B, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
NOTES:
1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.
3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MAX = LARGER OF
CLASS B, UNO ls/5 OR 6"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6" 1'-5" 1'-3" 2'-0" 1'-10" 1'-7"
#4 2'-0" 1'-10" 1'-7" 2'-8" 2'-5" 2'-1"
#5 2'-6" 2'-4" 2'-0" 3'-3" 3'-0" 2'-7"
#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2"
#7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"
#8 5'-0" 4'-7" 4'-0" 6'-6" 5'-11" 5'-2"
#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"
#10 6'-5" 5'-10" 5'-1" 8'-3" 7'-7" 6'-7"
#11 7'-1" 6'-6" 5'-7" 9'-2" 8'-5" 7'-3"
REINF DEVELOPMENT LENGTH AND SPLICES
1081-03-HS24 - S301 - 12 NTS
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2. MINIMUM SIDE COVER = 2 1
2".
3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-9" 0'-8"
#4 3" 8" 1'-0" 0'-11" 0'-10"
#5 3 3/4" 10" 1'-3" 1'-2" 1'-0"
#6 4 1/2" 12" 1'-6" 1'-5" 1'-3"
#7 5 1/4" 1'-2" 1'-9" 1'-8" 1'-5"
#8 6" 1'-4" 2'-0" 1'-10" 1'-7"
#9 9 1/2" 1'-7 1/2" 2'-3" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-7" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-10" 2'-7" 2'-3"
ldh
db
4db
2 1
2" MIN
D
D
12 db
"l h"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
db
REINF HOOK DEVELOPMENT LENGTH AND BENDS
1081-03-HS24 - S301 - 14 NTS
db
6db
D
6db *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
REINF TIES AND STIRRUPS
1081-03-HS24 - S301 - 21 NTS
6'-0" MAX
6'-0" MAX
2'-0" 2'-0"
45°
2" TYP
SECTION A
TYP SLAB REINF
(2) #4 DIAG BARS @ MID FILL IN SLAB, WO
OF SLAB, BEND UNDER
TYP BARS @ INTERFERENCE
KEY JT @ FILL SLAB
NOTES:
1. ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.
2. REFER TO DETAIL 53/- FOR SLAB ON GRADE SUBGRADE SUPPORT
RECTANGULAR OR
ROUND OPNG
A
SOG OPENING 1081-03-HS24 - S301 - 22 NTS
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTION
CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S),
BOUNDARY REINFORCING DETAILS, AND OTHER
SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTION
CONCRETE END
PROVIDE 90 DEG STD
HOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION
1081-03-HS24 - S301 - 24 NTS
RE-ENTRANT CORNER
ISOLATION JT @ EA
COL THRU SLAB
CONTRACTION/CONTROL
OR CONSTR JT STRAIGHT &
CONT NOT STGR
JT SPCG
5'-0" MIN
36 x " t ", 18'-0" MAX
L/W = 2 MAX
(2) DIAGONAL ADD
BARS AT RE-ENTRANT
CORNER
(2) DIAG ADD BARS @
RE-ENTRANT CORNER
" W "
CONTRACTION JT AREAS SHOULD
BE SQUARE OR RECTANGULAR,
NOT "L" OR "T" SHAPED.
NOTES:
1. IF SAW CUT CONTRACTION OR CONTROL JOINT IS USED, SAW-CUT WITHIN 24 HOURS. EARLY ENTRY SAWS MAY BE USED WITHIN 1-4 HOURS OF POUR, AND CONVENTIONAL SAWS 4-12 HOURS OF POUR DEPENDING ON WEATHER.
2. FILL CONTRACTION JOINT WITH AN ELASTOMERIC JOINT COMPOUND RATED FOR ITS USE. FOR INDUSTRIAL
FLOORS SUBJECTED TO HARD WHEELED TRAFFIC, USE SEALANTS RATED FOR SUCH APPLICATIONS BY THE MANUFACTURER.
3. DOWELS IN INDUSTRIAL FLOOR APPLICATIONS SHOULD BE SMOOTH ALIGNED, AND SUPPORTED SO THEY WILL REMAIN PARALLEL IN BOTH HORIZONTAL AND VERTICAL PLANES DURING PLACING AND FINISHING.
4. IN STEEL AND/OR CONC. BUILDINGS DO NOT POUR DIAMOND UNTIL STRUCTURAL STEEL AND CONCRETE ABOVE HAS BEEN INSTALLED.
ISOLATION JT AROUND
EQUIPMENT FOUNDATIONS
SLAB ON GRADE JOINTS
1081-03-HS24 - S301 - 31 NTS
4" MIN
TYP
3" MIN TYP
CONTRACTION JOINT
1 8" THK SAW-CUT OR
PREMOLDED INSERT SLAB DEPTH, " t "
CONSTRUCTION JOINT (TYPICAL)
1 8" THK SAW-CUT OR
PREMOLDED INSERT SLAB DEPTH, " t "
ISOLATION JOINT
ISOLATION JT
COLUMN ISOLATION JOINT
WALL PER PLAN
ELASTOMERIC
JT SEALANT
PRE-FORMED JT FILLER
CONC REINF PER PLAN
SLAB SUBGRADE
PREP PER 23/-
SLAB SUBGRADE
CONTRACTION OR PREP PER 23/-
CONSTRUCTION JT
COL PER PLAN
BASE PL, WO
FILL AROUND COL
AFTER FLOOR IS CAST
CONC REINF PER PLAN
℄
COL
" t "/4
4" MIN
TYP 3" MIN TYP
ISOLATION JT
COLUMN ISOLATION JOINT
CONTRACTION OR
COL PER PLAN CONSTRUCTION JT
BASE PL, WO
PROVIDE REMAINDER OF CURB W/
SLAB POURBACK PROVIDE 3" COVER
WHERE COLUMN IS BELOW GRADE
℄
COL
EDGE OF SLAB 6"
CURB HORIZ W/ STD
HOOK DOWN
CURB PER PLAN
PROVIDE 3 4" x 12" SMOOTH ROUND DOWEL
@ 12" OC CEN IN JT & LIGHTLY GREASED
ON (1) SIDE (ALT: PROVIDE SPEED DOWEL)
BOT OF FTG
EL = PER PLAN
" ls" LAP SPLICE
TYP
" ls" EMBED PER ANCH DETAIL
BELOW COLD JT IN
(2) POUR CONDITION
8"
DEEPEN FTG LOCALLY AS
REQD TO ACHIEVE ANCH EMBED
PER PLAN & MAINTAIN COVER
1 2 2
CLR
3"
1 HOLDOWN & AB
PER PLAN
SW POST PER PLAN
(2) # 4 BARS
#4 BARS
TO MATCH SPCG
OF TYP BOT BARS
SILL PL PER PLAN &
WALL SCHED
DEEPENED FTG @ ANCHOR BOLT
1081-03-HS24 - S301 - 32 NTS
"SL" STEP LENGTH
= 2 "SH"
"SH"
"SH"
"D" + "SL"
"D"
DEPTH OF FTG
FTG EL =
SEE PLAN
"SH" STEP
HEIGHT
TOP REINF WHERE
SHOWN PER PLAN
"ls" LAP SPLICE
TYP "D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls" LAP SPLICE
TYP
S
S
STEP LONG REINF TO MATCH
LONG REINF SIZE & SPCG
STEP TRANS REINF TO MATCH
TRANS REINF SIZE & SPCG
FTG REINF PER
PLAN & DETAILS
"SH" STEP
HEIGHT
S
S
NOTE:
"SH" = 1'-6" MAX
LAP SPLICE
DOWEL TO MATCH
LONG REINF SIZE & SPCG PLAN
CALLOUT
STEP FOOTING 1081-03-HS24 - S301 - 33 NTS
"ls" LAP SPLICE
TYP
"SH" "SH"
"SL" STEP LENGTH
= 2 "SH"
"ls" LAP SPLICE
TYP
SB
TOP REINF PER PLAN, WO
FTG REINF PER
PLAN & DETAILS
NOTE:
"SH" = 1'-6" MAX
BOT OF FTG
EL = PER PLAN
"ld" DEV LENGTH TYP
TOP OF FF
EL = PER PLAN
SB
SB SB
STEP LONG REINF TO
MATCH LONG REINF
SIZE & SPCG
BOT OF FTG
EL = PER PLAN
PLAN
CALLOUT
STEPPED FOOTING (BOTTOM ONLY)
1081-03-HS24 - S301 - 34 NTS
SOG PER PLAN
EXPANSION JT
2"
8"
12"
MIN
(2) #4 CONT
MIN
4"
11 2" CLR
COVER @ 4"
#4 @ 12" EW LAP SPLICE BEND AS REQD
#4 NOSING BAR TYP,
PROVIDE 1 1
2" MIN COVER
EQ EQ
LAP
SPLICE
STD HOOK
#4 CONT
WHERE
ADJACENT
WALL OCCURS RISER, TYP
2"
CLR
WATERSTOP @
INT STAIR
DOWELS TO MATCH SIZE & SPCG OF
NOSING BAR, ALTERNATIVELY, DOWLES
MAY BE EPOXIED WITH SET-XP W/ 4" MIN
EMBED (ICC-ESR 2508)
NOTE: REFER TO ARCH / CIVIL DRAWINGS FOR LOCATION OF STAIRS AND NUMBER OF RISERS
CMU WALL,
REFER TO
WALL SCHED
FOR REINF
STD HOOK
EQ EQ
LAP
RISER, TYP SPLICE
CONC STAIRS ON GRADE
1081-03-HS24 - S301 - 42 NTS
BOT OF FTG
EL = PER PLAN
"ls" LAP SPLICE
TYP
PIPE Ø
TOP REINF PER PLAN & TYP DETAILS
12" 12"
FTG DEPTH
PER PLAN
PIPE Ø
+ 4"
3"
CLR
2 1
6" MIN
"d/3" MAX SLEEVE OPNG'S SHALL
ONLY OCCUR IN MIDDLE THIRD
"d/3"
"d"
@ PENETRATION
"
6" MIN
d/3"
BOT REINF PER PLAN &
TYP DETAILS
DOWELS TO MATCH
TYP REINF SIZE & SPCG
PIPE SLEEVE, SLEEVE SHALL BE (2) SIZES
LARGER THAN PIPE Ø
SLEEVE THROUGH FOUNDATION (SLAB TURN-DOWN)
1081-03-HS24 - S301 - 43 NTS
1 SEE PLAN
6" MAX
SLAB SUBGRADE PREP
PER DETAIL 53/-
12"
3 1" CLR
THICKNESS PER PLAN
CONC REINF
PER PLAN
T.O. SLAB
EL = PER PLAN
CONC #4 @ STEP
SLAB ON GRADE DEPRESSION
1081-03-HS24 - S301 - 44 NTS
NOTES:
1. PREPARATION OF THE SLAB SUBGRADE SHALL BE BASED ON THE GEOTECHNICAL INVESTIGATION REPORT AS REFERENCED IN THE FOUNDATION GENERAL NOTES. THE FOLLOWING INFORMATION IS FOR REFERENCE ONLY.
A. OVER-EXCAVATION SHALL EXTENDED TO A DISTANCE OF AT LEAST 5 FEET LATERALLY BEYOND PERIMETER
FOUNDATION, TO A PROPERTY LINES OR EXISTING IMPROVEMENTS, OR A DISTANCE EQUAL TO THE DEPTH OF REMOVAL, WHICHEVER IS GREATER WHILE NOT EXTENDING PAST THE PROPERTY LINE.
B. NATIVE MATERIALS
a. SHALL BE OVER-EXCAVATED 36" BELOW BOTTOM OF FOOTINGS, TO COMPETENT MATERIAL, AS DEEP AS NECESSARY TO REMOVE ALL EXISTING FILL MATERIAL; WHICHEVER IS GREATEST. b. THE EXPOSED SURFACE SHALL BE SCARIFIED AN ADDITIONAL 6", MOISTURE CONDITIONED TO
ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT (ASTM D1557)
C. ENGINEERED COMPACTED FILL
a. REFER TO THE GEOTECHNICAL INVESTIGATION REPORT FOR RECOMMENDATIONS FOR
STRUCTURAL FILL
b. STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LAYERS, EACH APPROXIMATELY 6" THICK
BEFORE COMPACTION, AND SHOULD BE CONDITIONED WITH WATER TO PRODUCE A SOIL WATER CONTENT NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90 PERCENT (ASTM D1557)
D. 4" THICK, CLEAN SAND
E. REFER TO GEOTECH REPORT AND ARCH DRAWINGS FOR VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR SEALING OF PENETRATIONS, JOINTS AND EDGES. a. VAPOR BARRIER IS NOT TO BE PUNCTURED DURING CONSTRUCTION OF SLAB ON GRADE. THICKNESS PER PLAN VAPOR BARRIER (SEE NOTE 1E)
FREE DRAINING MATERIAL (SEE NOTE 1D)
STRUCTURAL COMPACTED
FILL (SEE NOTE 1C)
WIDTH
(SEE NOTE 1A)
NATIVE FILL
(SEE NOTE 1B)
1-1
2" CLR CVR @ 4" SLAB
2" CLR CVR @ 5"+ SLAB
FIN GRADE
PER
PLAN
1 1
T.O. SLAB
EL = PER PLAN
1 2
SLAB PER PLAN
SLAB ON GRADE EDGE AND SUBGRADE PREP
1081-03-HS24 - S301 - 53 NTS
LAP SPLICE, TYP
1'-0"
SEE PLAN
1'-0" MAX
LAP SPLICE, TYP
2 1
0"
DOWELS TO MATCH
SIZE & SPCG
STD HOOK
#4 NOSING BAR
STEP, WO
#4 BARS @ 18" OC (2 MIN PER STEP)
ALTERNATIVELY, BARS MAY BE EPOXIED W/
SET-XP (ICC-ESR 2508) W/ 2" EMBED
CURB, WO, W/ #4 @18" OC
(VERT) & # 4 @ TOP (HORIZ)
SOG PER PLAN
STEP IN CONCRETE SLAB ON GRADE
1081-03-HS24 - S301 - 54 NTS
31 21
42 32 22 12
53 43 33
54 44 34 24 14 S-301TYPICAL CONCRETE DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S301.dwg, S301, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
CONTINUOUS WALL FOOTING 1081-03-HS24 - S311 - 23 NTS
EQ EQ
SEE 32/- 3" CLR
TYP
3" CLR
TYP
EMBED BELOW GRADE
PER PLAN
PER PLAN
OPTIONAL CJ, CLEAN & ROUGHEN SURFACE
TO 1
4" AMPLITUDE, ALIGN W/ T.O. PAD
WALL SHTG PER
PLAN & SCHED, WO
WALL STUDS PER PLAN
DBL SIDED SW, WO SILL PL AB's PER DETAIL 13/S-402
(HOLDOWN ANCHORS SHALL BE
EMBEDDED INTO FTG PER PLAN)
STD HOOK
@ BOT
FTG & REINF
PER PLAN
EN
15" MIN (1 & 2 STORY)
18" MIN (3 STORY) EXTERIOR
ADDL #4 @ 18" IF CURB
HT EXCEEDS 6" (MAX 18")
(2) #4 @ ~ 6" CURB
(1) #4 @ ~ 4" CURB TOP
(CURB HT PER ARCH)
#4 @ 18" OC
1" TO
ACCOMMODATE AB
CENTERED UNDER STEM
CURB HEIGHT
6"
INTERIOR CONTINUOUS WALL FTG W/ CURB
1081-03-HS24 - S311 - 21 NTS
SEE DETAIL
FOR INFO
NOT SHOWN
31 WALL SHTG PER -
PLAN & SCHED
WALL STUDS
PER PLAN
SOG PER PLAN
EN
CONC CURB & REINF
PER DETAIL 31/-, WO
STD HOOK
PER PLAN
VAPOR BARRIER
TERMINATION PER
ARCH & MFR
EMBED BELOW PAD
PER PLAN
WHERE SPECIFIED BEL FF
FTG & REINF
PER PLAN
CONCRETE CURB
1081-03-HS24 - S311 - 22 NTS
#4 DOWELS @ 18" OC
CURB WIDTH AS REQD
4" MIN (8" MAX)
11 2"
CLR
1'-0"
4" MIN
12" MAX
#4 CONT HORIZ BARS W/
1'-6" BENDS OR 1'-6" x 1'-6"
DOWELS @ CORNERS, TYP
#4 DOWELS
@ 18" OC, EF
CURBS >8" & < 12"
4" MIN
12" MAX
(2) #4 CONT HORIZ
BARS 1'-6" BENDS
OR 1'-6" x 1'-6"
DOWELS @
CORNERS, TYP
ALT EPOXY OPTION, DRILL &
EPOXY W/ SIMP "SET-3G"
(ICC-ES ESR 4057) W/ 2 3 4" EMBED
SOG PER PLAN
CONTINUOUS WALL FOOTING 1081-03-HS24 - S311 - 31 NTS
1'-0" MIN
EQ EQ
SEE
32/-
3" CLR
TYP
3" CLR
TYP
EMBED BELOW GRADE
PER PLAN
EMBED BELOW PAD
PER PLAN
PER PLAN
WALL SHTG PER
PLAN & SCHED, WO
WALL STUDS PER PLAN
DBL SIDED SW, WO
SILL PL AB's PER DETAIL 13/S-402
(HOLDOWN ANCHORS SHALL BE
EMBEDDED INTO FTG PER PLAN)
STD HOOK
@ BOT
SOG PER PLAN
FTG & REINF
PER PLAN
EN
EXTERIOR
#4 @ 18" OC
"ldh"
FOR (1) POUR
"ldh"
SEE DETAIL
FOR INFO
NOT SHOWN
31 -
ADDL #4 @ 18" IF CURB HT
EXCEEDS 6" (MAX 18")
(2) #4 @ TOP
OF CURB
SSTB ANCHOR & HOLDOWN @ FOUNDATION
1081-03-HS24 - S311 - 12 NTS SEE 32/-
EDGE NOTCH
IF OCCURS
1 3 4"
MIN
11 2" PER PLAN
12" MIN
"le"
FOR (2) POUR
"le"
FOR (1) POUR
TYPE HOLDOWN ANCHOR DIA (IN) FASTENERS
BOUNDARY
MEMBER MIN
THICKNESS (IN)
MIN
EMBED
"le" (IN)
ALLOWABLE LOADS (lbs)
CORNER MIDWALL
HDU4-SDS2.5 SSTB16
5 8
10-SDS 1
4" x 2 12" 3 12 5 8 3,780 3,780
HDU5-SDS2.5 SSTB20 14-SDS 1
4" x 2 12" 3 16 5 8 4,785 4,785
HDU5-SDS2.5 SSTB24 14-SDS 1
8" x 2 1
2" 3 20 5 8 5,645* 5,645*
HDQ8-SDS3 SSTB28 7 8 20-SDS 1
4" x 3" 4 1
2 24 7 8 9,230* 9,230*
6A
6B
6C
6D
1.5 "le"
13 4" 4" MIN
11 2"
FOOTING & REINF
PER PLAN
1. MINIMUM EDGE DISTANCE IS SHOWN ABOVE, ANCHOR LOCATIONS PER PLAN
2. MINIMUM ANCHOR TO ANCHOR SPACING IS 3 le
3. * = CAPACITY LIMITED BY HOLDOWN
4. DEEPEN FOOTING AT HOLDOWN ANCHOR AS REQ'D PER DETAIL 32/-
REBAR NOT SHOWN
FOR CLARITY
SIMP "SSTB" CAST IN ANCHOR
(ICC-ESR 2611) PER SCHED
SIMP HOLDOWN (ICC-ESR-2330)
& SCREWS PER SCHED
BOT OF FTG
SEE NOTE #4
WALL SHTG PER
PLAN & SCHED
BOUNDARY MEMBER
PER PLAN & SCHED
FTG PER PLAN (REINF NOT
SHOWN FOR CLARITY)
NOTCH, WHERE OCCURS
SOG PER PLAN
EN
COUPLER AS REQD TO
EXTEND ANCH ROD INTO
MAIN FTG (ANCH ROD
EXTENSION TO MATCH
ANCH ROD Ø & GR)
9"
CLR
CONST JNT, WO
CONST JNT, WO
SB ANCHOR & HOLDOWN @ FOUNDATION
1081-03-HS24 - S311 - 14 NTS
1.5 "le"
NOTCH WHERE OCCURS
13 4"
4" MIN FOR SB 5 8" & 7 8"
3" MIN FOR SB1"
11 2"
FOOTING & REINF
PER PLAN
1. MINIMUM EDGE DISTANCE IS SHOWN ABOVE, ANCHOR LOCATIONS PER PLAN
2. MINIMUM ANCHOR TO ANCHOR SPACING IS 3 le
3. * = CAPACITY LIMITED BY HOLDOWN
4. DEEPEN FOOTING AT HOLDOWN ANCHOR AS REQ'D PER DETAIL 32/S-301
REBAR NOT SHOWN
FOR CLARITY
TYPE HOLDOWN ANCHOR DIA
(IN) FASTENERS MIN MEMBER
THICKNESS (IN)
MIN EMBED
"le" (IN)
ALLOWABLE LOADS (lbs)
CORNER MIDWALL
HDU5-SDS2.5 SB 5 8" x 24 5 8 14-SDS 1
4" x 2 12" 3 18 5,645* 5,645*
HDQ8-SDS3 SB 7 8" x 24 7 8 20-SDS 1
4" x 3" 4 1
2 18 9,230* 9,230*
HDU14-SDS2.5 SB 1" x 30 1 36-SDS 1
4" x 2 12" 4x6 24 10,770* 10,770*
5 1
2 13,090* 14,445*
7A
7B
7C
SOG PER PLAN
EDGE NOTCH
IF OCCURS
SIMP "SB" CAST IN ANCHOR
(ICC-ESR 2611) PER SCHED
SIMP HOLDOWN (ICC-ESR-2330)
& SCREWS PER SCHED
WALL SHTG PER
PLAN & SCHED
BOUNDARY MEMBER
PER PLAN & SCHED
FTG PER PLAN (REINF NOT
SHOWN FOR CLARITY)
11 2" PER PLAN
12" MIN
BOT OF FTG
SEE NOTE #4
"le"
FOR (1) POUR
"le"
FOR (2) POUR
3"
CLR
CONST JNT, WO
SEE
32/-
1 3 4"
MIN
EN
CONST JNT, WO
COUPLER AS REQD TO
EXTEND ANCH ROD INTO
MAIN FTG (ANCH ROD
EXTENSION TO MATCH
ANCH ROD Ø & GR)
CONTINUOUS WALL FOOTING 1081-03-HS24 - S311 - 31 NTS
LAP SPLICE, TYP
PER PLAN
EMBED BELOW PAD
PER PLAN
1'-0" MIN
EQ EQ
SEE 32/-
3" CLR
TYP
3" CLR
TYP
EMBED BELOW GRADE
PER PLAN
EMBED BELOW PAD
PER PLAN
PER PLAN
SILL PL AB's PER DETAIL 13/S-402
(HOLDOWN ANCHORS SHALL BE
EMBEDDED INTO FTG PER PLAN)
DOWEL TO MATCH SOG
REBAR SIZE & SPCG
DBL SIDED SW, WO
SOG PER PLAN
FTG & REINF
PER PLAN
VAPOR BARRIER
TERMINATION PER
ARCH & MFR
OPTIONAL CJ, CLEAN &
ROUGHEN SURFACE TO
1 4" AMPLITUDE, ALIGN W/
T.O. PAD
WALL SHTG PER
PLAN & SCHED, WO
WALL STUDS PER PLAN
OPTIONAL CJ, CLEAN & ROUGHEN SURFACE
TO 1
4" AMPLITUDE, ALIGN W/ T.O. PAD
WALL SHTG PER
PLAN & SCHED, WO
DOWEL TO MATCH SOG
REBAR SIZE & SPCG
WALL STUDS PER PLAN
DBL SIDED SW, WO SILL PL AB's PER DETAIL 13/S-402
(HOLDOWN ANCHORS SHALL BE
EMBEDDED INTO FTG PER PLAN)
STD HOOK
@ BOT
VAPOR BARRIER
TERMINATION PER
ARCH & MFR
SOG PER PLAN
FTG & REINF
PER PLAN
12" MIN (1 STORY)
15" MIN (2 STORY)
18" MIN (3 STORY) INTERIOR
EN
EN
15" MIN (1 & 2 STORY)
18" MIN (3 STORY) EXTERIOR
0" @ 2x
1 2" @ 3x
1" @ 4x
WHERE SPECIFIED BEL FFWHERE SPECIFIED BEL FF
EQ EQ
3" CLR
TYP
3" CLR
TYP
STD HOOK
@ BOT
ADDL #4 @ 18" IF CURB
HT EXCEEDS 6" (MAX 18")
(2) #4 @ ~ 6" CURB
(1) #4 @ ~ 4" CURB TOP
(CURB HT PER ARCH)
#4 @ 18" OC
"ldh"
FOR (1) POUR
"ldh"
FOR (2)
POUR
1" TO
ACCOMMODATE AB
CURB
HT
WALL STUDS PER
PLAN & SCHED, WO
SOG PER PLAN
6"
MIN 18" MIN
ASPHALT / CONC (2)
NOTES:
1. MIN DISTANCE TO EXPOSED EARTH APPLIES TO BOTH TURNED DOWN AND STEM WALL FOOTINGS
2. CONCRETE OR IMPERVIOUS SURFACE WITH ADEQUATE DRAINAGE AWAY FROM FOUNDATION (2% MIN SLOPE)
3. FOR BALANCE OF FOOTING INFO NOT SHOWN, SEE DETAIL 11/-
FTG PER PLAN
WALL STUDS PER
PLAN & SCHED, WO
SOG PER PLAN
FTG PER PLAN8" MIN @ EXPOSED EARTH
MINIMUM DISTANCE FROM GRADE TO WOOD FRAMING 1081-03-HS24 - S311 - 32 NTS
EXTERIOR CONTINUOUS WALL FTG W/ CURB
1081-03-HS24 - S311 - 33 NTS MIN DIST PER 32/-
#4 @ 18" OC
ADDL #4 IF CURB HT EXCEEDS 6"
STD HOOK
1" TO
ACCOMMODATE AB
PER PLAN
WALL SHTG PER
PLAN & SCHED, WO
WALL STUDS
PER PLAN
SOG PER PLAN
VAPOR BARRIER
TERMINATION PER
ARCH & MFR
FTG & REINF
PER PLAN
EMBED PER PLAN
EMBED BELOW PAD
PER PLAN
EXPANSION JT
EN
PAVING
PER CIVIL
#4 @ TOP
WHERE SPECIFIED BEL FF
SEE DETAIL
FOR INFO
NOT SHOWN
31 -
2x PT SILL PL W/ 0.157" Ø "PDPA" POWDER
ACTUATED FASTENER @ 32" OC (ICC-ESR
2138)
CONC SOG
PER PLAN
NON-BRG STUD
PARTITION WALL
NON-BEARING WALL ANCHORAGE @ SOG 1081-03-HS24 - S311 - 34 NTS
SEE PLAN
2'-6" MAX
SOG PER PLAN
WALL SHTG PER
PLAN & SCHED, WO
WALL STUDS PER
PLAN & SCHED, WO
EN
SOG PER PLAN
OPTIONAL CJ, CLEAN &
ROUGHEN SURFACE TO
1 4" AMPLITUDE
6 1
DOWEL TO
MATCH SLAB
REINF SIZE & SPCG
EMBED BELOW PAD PER PLAN
31 -
SEE DETAIL
FOR INFO
NOT SHOWN
#4 @ 18" OC
LAP SPLICE, TYP
SOG DEPRESSION @ FTG 1081-03-HS24 - S311 - 43 1" = 1'-0"
LAP SPLICE
TYP
1'-6"
MIN
9"
FTG
PIPE
BACKFILL
PER SPECS
TRENCH EXCAVATION,
TYP
2 1
PIPE
BOT OF TRENCH EXCAVATION SHALL
NOT EXTEND BELOW THIS LINE UNLESS
APPROVED BY THE GEOTECHNICAL
ENGINEER
GRADE
NOTES:
1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS
WITH BUILDING FOUNDATION REQUIREMENTS.
2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEP
FOOTING PER TYPICAL "STEPPED FOOTING" DETAILS
PIPES PARALLEL TO FOOTINGS
1081-03-HS24 - S311 - 51 NTS
34 S-301
33 S-301
PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL
1081-03-HS24 - S311 - 52 NTS 3'-0" MAX (SEE NOTE #1) 4" MIN 6" MIN 1'-6" MIN
SLEEVE
3D MIN
"D"
Ø OF SLEEVE
STEM WALL
FOOTING
SECTION ELEVATION
NO PIPES PERMITTED IN THIS AREA
NOTES:
1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.
3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP. 2" SLEEVE 2" LARGER
THAN OD OF PIPE
(SEE NOTE #4)
PIPES PERPENDICULAR TO FOOTINGS
1081-03-HS24 - S311 - 53 NTS 3'-0" MAX (SEE NOTE #1) 4" MIN 6" MIN 1'-6" MIN
SLEEVE
3D MIN
D
Ø OF SLEEVE
SOG PER PLAN SOG PER PLAN
FOOTING
FOR PIPES IN THIS AREA SEE DETAIL 32/S-301
SECTION ELEVATION
NOTES:
1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
3. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
4. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.
STEM WALL
WIDEN FTG FOR VERT
PIPE & CONDUIT
PENETRATION
CONC OR SLURRY
PER 52/- OR 53/-
9" MIN
TYP
D, Ø
OF SLEEVE
3 x D
TYP
SLEEVE 2" LARGER
THAN OD OF PIPE
(SEE NOTE 1)
#4 T&B
24 24
6"
MIN
NOTES:
1. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU
OF SLEEVING.
2. CONDUIT MAY BE ROUTED UP THROUGH FOOTING
WITHOUT SLEEVES OR FOAM WRAP.
A
ELEVATION
A PLAN
TYPICAL VERT PIPES OR COND THROUGH FOOTING 1081-03-HS24 - S311 - 54 NTS 31 32 22 12
53 43 33
54 44 34 24 14
52 51
S-311CONCRETE DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S311.dwg, S311, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
21 23
3 PER PLAN
DEPTH
PER PLAN
LAP SPLICE, TYP
3" CLR
TYP
TOP OF FTG
EL = TOP OF PAD
SOG PER PLAN
PT SILL PL DOWEL TO MATCH SOG
REBAR SIZE & SPCG
VAPOR BARRIER
TERMINATION PER
ARCH & MFR
BOT BARS PER PLAN
TOP BARS, WO
PER PLAN
DOWEL TO MATCH SOG
REBAR SIZE & SPCG
STUD WALL, WO
DEPTH
PER PLAN
3" CLR
TYP
3" CLR
TYP
PER PLAN
BOT BARS PER PLAN
DEV LENGTH
LAP SPLICE, TYP
SOG PER PLAN
TOP BARS, WO
PER PLAN
2"
TYP
CONT FTG, BEYOND
CONT REINF THRU
PAD FTG
CONDITION WHERE
FTG THK IS DEEPER
THAN TYP CONT FTG
C ELEVATIONB SECTION @ INTERIOR FTGA
PER PLAN
DEPTH
PER PLAN
LAP SPLICE, TYP
3" CLR
TYP
TOP OF FTG
EL = TOP OF PAD
PT SILL PL
BOT BARS PER PLAN
TOP BARS, WO
PER PLAN
CONDITION WHERE
FTG THK IS DEEPER
THAN TYP CONT FTG
EN
SHEAR WALL, WO
SOG PER PLAN
DOWEL TO MATCH SOG
REBAR SIZE & SPCG
SECTION @ EXTERIOR FTG
POST IN BRG WALL
W/ 'A34'/'A35'
'A34'/'A35' @ CONT
WALL, EA SIDE OF COL
(USE 'LTP4' @ END OF
WALL COL)
POST IN BRG WALL
W/ 'A34'/'A35'
3" CLR
TYP
CONT FTG, BEYOND
CONT REINF THRU
PAD FTG
3" CLR
TYP
90° HOOK @ BOT
CONDITION WHERE
FTG THK IS DEEPER
THAN TYP CONT FTG
90° HOOK @ BOT
SPREAD FOOTING @ BEARING WALL POST
1081-03-HS24 - S312 - 11 3/4" = 1'-0"
POST IN
BRG WALL
BRG WALL
PER PLAN
SOG PER PLAN
ADDL #4 @ 18" IF
CURB HT EXCEEDS 6"
(2) #4 @ ~ 6" CURB
(1) #4 @ ~ 4" CURB TOP
(CURB HT PER ARCH)
#4 @ 18" OC
1" TO
ACCOMMODATE AB "ldh" FOR (1) POUR "ldh" FOR (1) POUR
CONC SOG
PER PLAN
LAP SPLICE
INTERIOR
GRADE BM PER
PLAN & REINF
PER PLAN
GRADE BM PER
PLAN & REINF
PER PLAN
EXTERIOR
DOWELS TO MATCH SOG
REINF SIZE & SPCG
GRADE BEAM 1081-03-HS24 - S312 - 13 NTS THICKNESS PER PLAN DEPTH PER PLAN
WIDTH PER PLAN
3" CLR
TYP
FINISH GRADE
OR FLATWORK
WIDTH PER PLAN
3" CLR
TYP
VAPOR BARRIER
TERMINATION PER
ARCH AND MFR
THICKNESS
PER PLAN
DEPTH PER PLAN
(8) #5 VERT BARS
(3) #4 TIES, CIRCULAR &
SQUARE @ TOP OF FTG
3" CLR
MIN TYP
WOOD COL W/
'MPBZ' PB
℄ WD COL &
PAD FTG
FINISHED SURFACE
BY OTHERS
SEE PLAN
POST SIZE MIN SIDE COVER
4x4 0'-4"
6x6 0'-5"
8x8 0'-6"
SEE PLAN
2"
CLR
11 12" MIN
CONC FTG BEYOND
(REINF NOT SHOWN
FOR CLARITY)
CONC PEDESTAL
3" CLR
TYP
STD 90° HOOK PER
14/S-301, TYP
3" EXTENSION @ TIE HOOK (12" CLR FROM 'MPBZ' TYP)
MOMENT BASE POST @ POLE FOOTING 1081-03-HS24 - S312 - 23 1/2" = 1'-0"
SIDE COVER PER
SCHED BEL
SIDE COVER PER
SCHED ABV, TYP
1'-0" MIN
EQ EQ
SEE 32/- 3" CLR
TYP
3" CLR
TYP
EMBED BELOW GRADE
PER PLAN
EMBED BELOW PAD
PER PLAN
PER PLAN
24" MAX
EN
15" MIN (1 & 2 STORY)
18" MIN (3 STORY)
DEEPEND EXTERIOR FOOTING 1081-03-HS24 - S312 - 14 3/4" = 1'-0"
WALL SHTG PER
PLAN & SCHED, WO
WALL STUDS PER PLAN
DBL SIDED SW, WO
OPTIONAL CJ, CLEAN & ROUGHEN SURFACE
TO
1 4" AMPLITUDE, ALIGN W/ T.O. PAD
WHERE SPECIFIED BEL FF
DOWEL TO MATCH SOG
REBAR SIZE & SPCG
SOG PER PLAN
SILL PL AB's PER DETAIL 13/S-402
(HOLDOWN ANCHORS SHALL BE
EMBEDDED INTO FTG PER PLAN)
VAPOR BARRIER
TERMINATION PER
ARCH & MFR
FTG & REINF
PER PLAN
STD HOOK @ BOT
(2) #4 @ 16" OC @
DEEPENED STEM
42 53 43 33
54 44 34 24 14
23 13
11 52
51 41
S-312CONCRETE DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S312.dwg, S312, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
U
C
T
URA
S
L
T A T
O F
CA
L
I FOR N I A
EG I STERED
ROF
E
S
S
I
ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
32 NAILING SCHEDULE
1081-03-HS24 - S401 - 12 NTS
FASTENING SCHEDULE
PER 2022 CBC 2304.10.2
CONNECTION FASTENING LOCATION
1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW 3-8d COMMON EACH END, TOENAIL
2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS 2-8d COMMON EACH END, TOENAIL 2-16d COMMON END NAIL
3. FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON @ 6" OC FACE NAIL
4. CEILING JOIST TO TOP PLATE 3-8d COMMON EACH JOIST, TOENAIL
5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS 3-16d COMMON FACE NAIL
6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) 3-16d COMMON FACE NAIL
7. COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL
8. RAFTER OR ROOF TRUSS TO PLATE 3-10d COMMON TOENAILb
9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM 2-16d COMMON END NAIL 3-10d COMMON TOENAIL
10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 16d COMMON 16" OC FACE NAIL
11. BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON 16" OC EACH EDGE, FACE NAIL
12. CONTINUOUS HEADER TO STUD 4-10d COMMON TOENAIL
13. TOP PLATE TO TOP PLATE 16d COMMON 16" OC FACE NAIL
14. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d COMMON
EACH SIDE OF END JOINT, FACE NAIL
(MINIMUM 24" LAP SPLICE LENGTH EACH SIDE
OF END JOINT)
15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING 2-16d COMMON 16" OC FACE NAIL
16. STUD TO TOP OR BOTTOM PLATE 4-8d COMMON TOENAIL
2-16d COMMON END NAIL
17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL
18. JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d COMMON TOENAIL
20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d COMMON 6" OC, TOENAIL
21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON FACE NAIL
22. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON FACE NAIL
23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4" x 0.192") 32" OC FACE NAIL AT TOP AND BOTTOM
STAGGERED ON APPOSITE SIDE
24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL
26. JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON END NAIL
27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2-8d COMMON EACH END, TOENAIL NOTES:
a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHERE
OTHERWISE STATED
b. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS
SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL
BEARING/SHEAR WALL HEADER SCHEDULE
8 INCH WALLS 3-STORY 2-STORY 1-STORY
HDR SPAN 8x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS 3-STORY 2-STORY 1-STORY
UP TO 3'-0" 4x8 FLAT 2x 2x8 2x8
UP TO 5'-0" 6x8 FLAT 2x 2x8 2x8
UP TO 7'-0" 6x8 FLAT (2) 2x 2x8 (2) 2x8
HDR SPAN 8x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS 3-STORY 2-STORY 1-STORY
UP TO 3'-0" 6x8 FLAT 2x 2x8 2x8
UP TO 5'-0" 8x8 2x 2x8 2x8
UP TO 7'-0" 8x12 (2) 2x (2) 2x8 (2) 2x8
HDR SPAN 8x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS 3-STORY 2-STORY 1-STORY
UP TO 3'-0" 6x8 FLAT 2x 2x8 2x8
UP TO 5'-0" 8x8 2x 2x8 2x8
UP TO 7'-0" 8x12 (2) 2x (2) 2x8 (2) 2x8
BEARING/SHEAR WALL HEADER SCHEDULE
4 INCH WALLS 3-STORY 2-STORY 1-STORY 6 INCH WALLS
HDR SPAN 4x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS 3-STORY 2-STORY 1-STORY HDR SPAN 6x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS
UP TO 3'-0" 4x4 2x 2x4 2x4 UP TO 3'-0" 6x4 2x 2x6 2x6
UP TO 5'-0" 4x6 2x 2x4 2x4 UP TO 5'-0" 6x6 2x 2x6 2x6
UP TO 7'-0" 4x8 (2) 2x (2) 2x4 (2) 2x4 UP TO 7'-0" 6x8 (2) 2x 2x6 (2) 2x6 HDR SPAN 4x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS 3-STORY 2-STORY 1-STORY HDR SPAN 6x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS
UP TO 3'-0" 4x8 2x 2x4 2x4 UP TO 3'-0" 6x6 2x 2x6 2x6
UP TO 5'-0" 4x10 2x (2) 2x4 2x4 UP TO 5'-0" 6x8 2x 2x6 2x6 UP TO 7'-0" 4x12 (2) 2x 4x4 (2) 2x4 UP TO 7'-0" 6x12 (2) 2x (2) 2x6 (2) 2x6 HDR SPAN 4x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS 3-STORY 2-STORY 1-STORY HDR SPAN 6x
HEADER
SILL AT
WINDOW
POST /
TRIMMER
KING
STUDS
UP TO 3'-0" 4x8 2x (2) 2x4 2x4 UP TO 3'-0" 6x6 2x 2x6 2x6 UP TO 5'-0" 4x10 2x (2) 2x4 2x4 UP TO 5'-0" 6x8 2x 2x6 2x6 UP TO 7'-0" 4x12 (2) 2x 4x6 (2) 2x4 UP TO 7'-0" 6x12 (2) 2x (2) 2x6 (2) 2x6 NOTES:
1. THIS DETAIL APPLIES AT ALL EXT WALLS AND INT LOAD BEARING WALLS AND ALSO APPLIES TO SHEAR WALL FRAMING A. FOR SHEAR WALLS SEE 34/S-402 FOR ADD'L REQUIREMENTS.
B. FOR INTERIOR NON-BEARING PARTITIONS SEE DETAIL 43/-
2. HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERN OVER THIS TYPICAL SCHED/DETAILS
3. PROVIDE A34 @ 4" WALLS & A35 @ 6" OR GREATER WALLS (IAPMO ER-112) EXTERIOR WALL / INTERIOR WALL BEARING WALL FRAMING 1081-03-HS24 - S401 - 32 NTS
HDR SPAN
TOP PL SPICE PER 33/S-403
HDR SPAN
HDR SPAN HDR SPAN
PLAN CALLOUT
5" MIN
9" MAX
KING STUDS PER SCHED
UNO ON PLAN
PLAN CALLOUT
PLAN CALLOUT PLAN CALLOUT PA
TRIMMERS PER SCHED
UNO ON PLAN
KING STUDS PER SCHED
UNO ON PLAN
WALL PLATE HEIGHT
PER ARCH
WALL PLATE HEIGHT
PER ARCH
PLY SHTG PER
PLAN & SCHED
A34 @ 2x4 STUD WALLS
A35 @ 2x6 & 2x8 STUD WALLS, T&B
DBL TOP PL
PLY SHTG PER
PLAN & SCHED
(4) 16d, TYP
LTP4, EA SIDE
(IAPMO ER-112)
LTP4, EA SIDE
(IAPMO ER-112)
STUDS/POST BLKG TO MATCH BRG STUDS/POST
ABV IN FLR SPACE AND ABV HDR
LTP4 (IAPMO ER-112)
@ 4x/6x POSTS
STUDS/POSTS BEL
TO CONT BEARING
FROM ABV TO FND
A34/A35 T&B @ ALL
KING STUDS & POSTS,
UNO
DBL TOP PL
(6) 16d TO HDR, TYP
FLUSH HDR PER PLAN OVER
BEARING STUDS BEL
WINDOW SILL PER SCHED
A34/A35 WHEN OPENING IS 6'-0" OR
GREATER & AT ALL 4x /6x POSTS
PT SILL TO MATCH
STUD WIDTH
5 8" Ø x12" BOLTS (7" MIN EMBED) W/ STD
WASHER @ 48" OC UNLESS TIGHTER SPCG
REQD PER SW SCHED (DETAIL 13/S-402)
(2) BOLTS MIN PER PIECE OF SILL PL
LTP4 EA SIDE, TYP
(ICC-ESR 2523)
STRAP PER
PLAN, TYP
CLIP @ I.F. OF KING STUD,
A34 @ 2x4 WALLS &
A35 @ 2x6 & 2x8 WALLS
CLIP @ EA FACE OF
KING STUD, A34 @
2x4 WALLS & A35 @
2x6 & 2x8 WALLS
AT SHEAR WALL CONDITION W/
BLOCK AND STRAP ABOVE AND
BELOW OPENINGS, DOUBLE SILL
MAY BE REQD
STUDS/POSTS BEL TO CONT
BEARING FROM ABV TO FDN
BEAM OR GIRDER
TRUSS PER PLAN
POST PER
PLAN
I-JOIST BLOCKING 1081-03-HS24 - S401 - 13 NTS
I-JST BLKG WO PER
PLAN TO MATCH
JST DEPTH
(1) NAIL PER SCHED
BEL, EA FLANGE
I-JST PER PLAN
2x OPTION
1" 1"
(3) 10d MIN PLY SHTG
PER PLAN
2x4 W/ (2) 10d TO JST
WEB AND BLKG WEB, TYP
I-JST BLKG WO PER
PLAN TO MATCH
JST DEPTH
CLIP OPTION
(3) 10d MIN PLY SHTG
PER PLAN
'A35' OR 'LS50' @
SKEWED CONN, TYP
WEB STIFFENER
PER 54/S-401, TYP
MULTI-PLY MEMBER CONNECTION
1081-03-HS24 - S401 - 14 NTS
31 2"
51 4"
7"
2"
TYP
2"
TYP
10d NAILS
(0.128" x 3")
# OF ROWS OF FASTENERS:
2 ROWS @ 12" OC FOR < 14" DEPTH
3 ROWS @ 12" OC FOR > 14" DEPTH
TYP, UNO ON PLANS
13 4"
TYP
13 4"
TYP
13 4"
TYP
10d NAILS
(0.128" x 3")
EA FACE
1 4" x 6" SDS SCREWS 2 ROWS OF FASTENERS @
24" OC, TYP UNO ON PLANS
2-PLY
3-PLY
4-PLY NOTE:
FOR BEAMS WITH FASTENERS ON BOTH SIDES,
STAGG FASTENERS ON SECOND SIDE SO THEY FALL
HALFWAY BETWEEN FASTENERS ON THE FIRST SIDE
11 2"
MIN
31 2" MIN
INTERMEDIATE BEARING 13 4" MIN BEARING
@ END SUPPORT
RIM JST PER PLAN
I-JST OR BLKG
PER PLAN DBL TOP PL
I-JST PER PLAN I-JST PER PLAN
DBL TOP PL
(1) 8d NAIL ES (PROVIDE
(1) 10d NAIL ES @ SERIES 560D JST)
WALL STUDS
PER PLAN, WO
16d EA
FLANGE
I-JOIST TO BEARING PLATE
1081-03-HS24 - S401 - 23 NTS
WALL STUDS
PER PLAN
16d @ 6" OC,
(2) ROWS, STGR
A INTERSECTION CONDITION B CORNER CONDITION
16d @ 6" OC,
TYP
TYPICAL WOOD STUD INTERSECTIONS
1081-03-HS24 - S401 - 24 NTS
CEILING JOIST SCHED & DETAILS
1081-03-HS24 - S401 - 33 NTS
4"
EMBED
FACE OF CMU
OR CONC WALL
CEILING JST PER SCHED
W/ "U" HANGER TO
LEDGER
2x PT LEDGER W/ 1
2"Ø
AB @ 4'-0" & 1'-0" MAX
FROM ENDS OF PIECE
AGAINST CMU OR CONC WALL
WALL
STUDS
CEILING JST PER SCHED
W/ "U" HANGER TO
LEDGER
2x LEDGER SAME SIZE AS JST, W/
(2) 16d PER EA STUD @ 2x4 & (3)
16d EA STUD @ 2x6 & 2x8 JST
AGAINST STUD WALL
JST PARA TO
WALL WO
2x CONT
BLKG
BLKG @ 4'-0"
@ PARA JST
ON TOP OF WALL
2x CONT BLKG
CEILING JST
PER SCHED
NON-BEARING
STUD WALL
DBL TOP PL
CEILING JOIST SCHED
JOIST SIZE MAX SPAN
2x4 @ 16" OC 9'-0"
2x6 @ 16" OC 14'-0"
2x8 @ 16" OC 18'-0"
NOTE:
THIS DETAIL IS INTENDED FOR CEILING JST THAT SPAN
FROM WALL TO WALL @ CONTRACTORS OPTION
ANCHOR BOLT
3"
MAX
WALL STUDS
2x FLAT
2x FLAT BLK W/
(2) 10d EA END,
TYP EA SIDE
(2) 1
4"Øx 4 12"
'SDS' EA END
EA BLK
CONC STEM OR FTG
A
ANCHOR BOLT AT WOOD STUD
1081-03-HS24 - S401 - 34 NTS
NOTE:
1. HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERN OVER THESE TYPICAL SCHEDULES/DETAILS.
2. NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d @ 12" O.C. 2x STUDS @ 24" OC
SEE PLAN
DOOR OR WINDOW
HDR PER SCHED
KING STUD, TYP
DOOR ROUGH
OPNG WIDTH
WINDOW ROUGH
OPNG WIDTH
WINDOW ROUGH OPNG HT
DOOR ROUGH OPNG HT
3" MIN 9" MAX REFER TO NAILING SCHED
(ITEM 16) IN DETAIL 12/-
FOR SOLE PL TO STUD
REFER TO NAILING SCHED
(ITEM 12) IN DETAIL 12/-
FOR HDR TO STUD
TOP PL SPLICE PER
TYPICAL SPLICE DETAILS
2x TRIMMER, TYP
2x WINDOW SILL TYP
OR SHTG
TOP OF SLAB
SEE NON-BRG PARTITION
ATTACHMENT DETAIL FOR
CONN TO FRMG ABV
SEE NON-BEARING PARTITION ANCHORAGE
DETAIL 34/S-311 FOR CONN TO CONC SLAB
HEADER SCHEDULE
OPENING WIDTH 2x4 WALL HEADER 2x6 WALL HEADER
<4'-0" 4x4 4x6 FLAT
4'-0" - 6'-0" 4x4 4x6 FLAT
6'-0" - 8'-0" 4x6 4x6 FLAT
8'-0" - 10'-0" 4x6 6x6
PRESSURE TREATED SILL PL
INTERIOR NON-BEARING PARTITION WALL FRAMING 1081-03-HS24 - S401 - 43 NTS REFER TO NAILING SCHED (ITEM 10)
IN DETAIL 12/- FOR DBL STUD
2"
MIN
2"
MIN
5 1
2" MIN FOR 2x8
6 1
2" MIN FOR 2x10
7 1
2 FASTENERS TO BE STGR IN TWO ROWS
" MIN FOR 2x12
LEDGER PER PLAN
LAG SCREW, THROUGH BOLT
OR ANCHOR W/WASHER
NOTE:
THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE
FACE OF THE BAND OR RIM JOIST
16"
UNO
11 2"
LEDGER DETAIL
1081-03-HS24 - S401 - 44 NTS
WEB STIFFENER EA
SIDE PER SCHED
1" FOR TJI 110-360 JOISTS
11 2" FOR TJI 560
& 560D JOISTS
WEB STIFFENER REQUIREMENTS
TJI DEPTH
(IN)
MIN WEB
STIFFENER SIZE NAIL TYPE # OF NAILS
END INT
110 ALL 5 8" X 2 5
16" (1)
8d (0.113" X 21
2")
33 210 ALL 3 4" X 2 5
16" (1) 33
230, 360 ALL 7 8" X 2 5
16" (1) 33
560 ALL 2X4 (2) 16d (0.135" X 31
2") 33
560D
18 2x4 (2) 16d (0.135" X 31
2")
44 20 55
22 (3) 6 11
24 (3) 6 13
NOTES:
1. PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL
2. CONSTRUCTION GRADE OR BETTER
3. WEB STIFFENERS ARE ALWAYS REQUIRED FOR 22"
AND 24" TJI 560D JOISTS.
NAILING PER SCHED
TIGHT FIT
1" FOR TJI 110-360 JOISTS
11 2" FOR TJI 560
& 560D JOISTS
1 8" MIN GAP
23 4" MAX GAP
WEB STIFFENER ATTACHMENT
1081-03-HS24 - S401 - 54 NTS
32 12
43 33
54 44 34 24 14
23 13
S-401TYPICAL WOOD DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S401.dwg, S401, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
15/32" STRUCT 1 PLYWOOD 3x
WALL
1,12
2x
2x
5/8"Ø LAG SCREWS
10d @ 3" OC
8" OC
5/8"Ø LAG SCREWS 10d @ 4" OC
EDGE
8d @ 12" OC
INTERMEDIATE
8" OC
15/32" STRUCT 1 PLYWOOD
(EACH FACE OF WALL) 8" OC
15/32" STRUCT 1 PLYWOOD
15/32" STRUCT 1 PLYWOOD
3x
2x
SYMBOL
6 15/32" STRUCT 1 PLYWOOD
STRUCT
SHEATHING
15/32" STRUCT 1 PLYWOOD
FRAMING
SIZE
5/8"Ø LAG SCREWS
5/8"Ø LAG SCREWS
10d @ 4" OC 10d @ 12" OC
10d @ 12" OC @ 16" OC
@ 8" OC 10d @ 2" OC 10d @ 12" OC
8" OC 5/8" DIA @ 24" OC
5/8" DIA @ 24" OC
SILL CONN TO RIM
/LAG SCREWS
SHEAR WALL SHEATHING / NAILING SCHEDULE
2,3,4
@ 16" OC
NAILING
8d @ 6" OC
NAILS
10d @ 12" OC
SUPPORTS
16d @ 6" OC
7 10, 11
24" OC
12" OC
A35s 8
5/8" DIA @ 48" OC
5/8" DIA @ 32" OC
ANCHOR BOLTING
15/32" STRUCT 1 PLYWOOD
(EACH FACE OF WALL) 3x @ 8" OC
5/8"Ø LAG SCREWS 10d @ 3" OC 10d @ 8" OC 5/8" DIA @ 16" OC 3x 10d @ 2" OC 10d @ 6" OC 5/8" DIA @ 8" OC
(EACH FACE OF WALL) @ 8" OC 12" OC 5/8" DIA @ 16" OC
15/32" STRUCT 1 PLYWOOD 2x 10d @ 6" OC 10d @ 12" OC 16" OC 5/8" DIA @ 48" OC 5/8"Ø LAG SCREWS @ 16" OC
14 SDWS SCREWS
OPTION
12" OC
12" OC
8" OC
6" OC
6" OC
8" OC
6" OC
6" OC
INTERMEDIATE FIELD NAILING PER
SCHED @ INTERIOR
WINDOW ROUGH
OPENING HEIGHT
DOOR ROUGH OPENING HEIGHT
2x WINDOW
SILL, TYP
UPPER STORY SHEAR WALL
LENGTH PER PLAN
UPPER STORY SHEAR WALL HEADER
LENGTH PER PLAN
NON-SHEAR WALL
PER PLAN
HOLDOWN DETAILS
PER PLAN
ANCHOR BOLTS
PER SCHED
BOUNDARY POST
PER PLAN
HOLDOWN
STRAP PER
PLAN
LAG SCREWS
PER SCHED
HOLDOWN
STRAP PER
PLAN
16"
SEE NOTE 13B, TYP
SEE NOTE
13A, TYP
NAIL TRIMMER STUD TO KIND
STUDS / SHEAR WALL END
POSTS W/ 16d @ 4" OC STGR,
UNO
A35 CLIP EA SIDE OF POST
( USE LTP4 @ DOOR OR
END CONDITION)
DOOR ROUGH
OPENING WIDTH
WINDOW ROUGH
OPENING WIDTH
NON-SHEAR WALL
PER PLAN
LOWER STORY SHEAR WALL
LENGTH PER PLAN
LOWER STORY SHEAR WALL
LENGTH PER PLAN
3" MIN
6" MIN
1'-6" MAX
41 2"
41 2"
NON-SHEAR WALL
PER PLAN
HOLDOWN DETAILS
PER PLAN
POST IN WALL W/ NO
TIE DOWN PER PLAN
3" MIN
9" MAX
A
B
C
D
E
F
G
H 15
@ 6" OC
5/8"Ø LAG SCREWS
TYPICAL SHEAR WALL ELEVATION AND SCHEDULE
1081-03-HS24 - S402 - 13 NTS
(2) 2x STUD
10d @ 8" OC
10d @ 9" OC
10d @ 5" OC
10d @ 4" OC
10d @ 3" OC
(2) 10d @ 5" OC
(2) 10d @ 4" OC
(2) 10d @ 3" OC
4. WHERE 10d NAILS ARE 3 INCHES ON CENTER OR LESS, NAILS SHALL BE STAGGERED.
3. 7.
9. 12.
SPLIT BLOCKING/RIM.
PROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITH HOLDOWNS OR TIE DOWN STRAPS, SILL PLATES ALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPAN RATING OF 32/16 AND ALL PANEL EDGES SHALL
WHERE SILL SHEAR TRANSFER IS THROUGH LAG SCREWS, SILL PLATE SHALL NAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOD PANEL EDGE AND 3/8 INCH MINIMUM FROM CONNECTING MEMBER EDGE WHERE SHEAR EXCEEDS 300 PLF.
USE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKING AND ALL STUDS AT ADJACENT PANEL EDGES 8d NAIL DEFINED AS 0.131" DIAMETER SHANK x 2 1/2" LONG x 0.281 DIAMETER HEAD.
WHERE REQUIRED PER SCHED. STRUCTURALLY ACCEPTABLE TO USE (2) 2x INSTEAD OF 3x FRAMING LAG SCREWS SHALL BE 6 INCHES LONG AND HOLES ARE TO BE PRE-DRILLED AS TO NOT BE A MINIMUM OF 2 1/2" THICK.
NOTES:
1. 2.
5. 6.
8. PLYWOOD PLY INDICATED.
ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED IT
IS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OF LAYERS AS
REFER TO PLATE WASHER DETAIL FOR REQUIREMENTS
LENGTHEN ANCHOR BOLTS AS REQUIRED FOR EMBEDMENT AND SILL PLATE THICKNESS.
SEE ELEVATION ABOVE FOR TYPICAL CONSTRUCTION.
10. 11.
BE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOINTS.
AND TOP PLATES.
13. LIMITATIONS OF MECHANICAL PENETRATIONS IN SHEAR WALLS:
A. 4 1/2" MAX PENETRATION
B. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. SQUARE PENETRATIONS SHALL RADIUS EDGES. DO NOT OVER CUT HOLE WITH SAW
14. ASSUMES A 1 1/4" MIN LSL OR 2X RIM BOARD/BLOCKING. FASTENER EDGE DIST IS 5/8" MIN & 6" END DISTANCE MIN. 2" MIN PENETRATION INTO RIM BOARD/BLOCKING.
PER SCHED ARE REQUIRED ON EACH RIM BOARD OR BLOCKING LINE.
AT BOTTOM SILL PLATES.
16. 'LTP4' CLIP SHALL BE INSTALLED IN A HORIZONTAL ORIENTATION UNDER SHEATHING. IF CLIP IS INSTALLED OVER THE SHEATHING, O.131" x 2 1/2" NAILS SHALL BE USED. 10d NAIL DEFINED AS 0.148" DIAMETER SHANK x 3" LONG x 0.312 DIAMETER HEAD.
SQUASH BLOCK TO MATCH BOUNDARY
POST ABOVE REQUIRED EA END EA SW
SQUASH BLOCK TO MATCH BOUNDARY
POST ABOVE REQUIRED EA END EA SW
WHERE PLANS SPECIFY A
DBL 2X END POST, STITCH
NAIL TOGETHER PER 14/-
15. WALL W/ DOUBLE SIDED PLYWOOD REQUIRES (2) RIM BOARDS/BLOCKING. FASTENERS AND CLIPS WITH SPACING 15 15 15
15 15
15 15
15 LTP4 ALT
OVER
SHTG
16 UNDER
SHTG
24" OC 16" OC
24" OC 16" OC
16" OC 8" OC
12" OC 8" OC
6" OC
16" OC 8" OC
12" OC 8" OC
8" OC 6" OC
8" OC
15 15
15 15
15 15
NAIL SPCG PER
SCHED, STAGG 1 1
2"
(2) NAILS @
SPCG PER SCHED 1 1
2"
SINGLE SIDED DOUBLE SIDED
PLY SHTG PER
PLAN & SCHED
PLY SHTG PER
PLAN & SCHED
1 8" GAP TYP @
ADJOINING PANEL EDGE
1 8" GAP TYP @
ADJOINING PANEL EDGE
ELEVATION
PLAN
2x STUD NAILING @ ADJOINING PANEL EDGES
1081-03-HS24 - S402 - 14 NTS
STGR ADJOINING
PANEL EDGES
1 8" GAP TYP @
ADJOINING PANEL EDGE
1 8" GAP TYP @
ADJOINING PANEL EDGE
PLY SHTG PER
PLAN & SCHED
2x FRAMING
MEMBER OR BLKG
OPTION "A" - PLAN
(STAGGERED PANEL JOINTS)
1 8" GAP TYP @
ADJOINING PANEL EDGE
PLY SHTG PER
PLAN & SCHED
3x FRAMING
MEMBER OR BLKG
OPTION "B" - PLAN
(NON-STAGGERED PANEL JOINTS)
1 8" GAP TYP @
ADJOINING PANEL EDGE
DOUBLE SIDED SHEAR WALL
1081-03-HS24 - S402 - 24 NTS
1 2"
MAX
PLY SHTG PER
PLAN & SCHED
1 2"
MAX
1 2"
MAX
1 2"
MAX
1 2"
MAX
2x6 PLAN
(DBL SHEATHED)
A 2x4 STUD WALL SECTION
(SINGLE / DBL SHEATHED) B 2x6 STUD WALL SECTION(SINGLE SHEATHED) C 2x6 STUD WALL SECTION(DBL SHEATHED)
STGR PLATE
WASHERS
PLY SHTG PER PLAN
& SCHED, TYP
BOLT Ø
+ 1
16"
13 4
MAX
"
BOLT Ø
+ 3
16"
GALV PL WASHER
0.229" (3 GA) x 3" SQ
(BP5 8 -3 HDG OR
ZMAX)
GALV PL WASHER
0.229" (3 GA) x 3" SQ
(BPS 5 8 -6 HDG OR
ZMAX)
CONC STEM WALL /
FDN PER PLAN
PLY SHTG PER
PLAN & SCHED
CONC STEM WALL /
FDN PER PLAN
PLY SHTG PER
PLAN & SCHED
CONC STEM WALL /
FDN PER PLAN
NOTE:
STANDARD CUT WASHER NOT
REQ'D BTWN NUT & PL WASHER
NOTE:
STANDARD CUT WASHER REQ'D
BTWN NUT & PL WASHER
PLATE WASHER DETAIL
1081-03-HS24 - S402 - 34 NTS
CORNER W/O POST
CORNER W/ POST INTERSECTION W/ POST
INTERSECTION W/O POST
16d TO MATCH BOUNDARY
NAILING & SPACING
BN
EN
STRAP HOLDOWN
WO PER PLAN
HOLDOWN PER
PLAN
16d TO MATCH BOUNDARY
NAIL SPACING
PLY SHTG PER
PLAN & SCHED
BN
HOLDOWN PER
PLAN
PLY SHTG PER
PLAN & SCHED
PLY SHTG PER
PLAN & SCHED
DBL SIDED SW, WO
16d TO MATCH
SILL BOUNDARY
NAIL SPACING
BN
BN
DBL SIDED SW, WO
16d TO MATCH BOUNDARY
NAILING & SPACING
DBL SIDED SW, WO
EN
BN
STRAP HOLDOWN PER
PLAN, MAY OCCUR IN
EITHER ORIENTATION
PLY SHTG PER
PLAN & SCHED
DBL SIDED SW, WO DBL SIDED SW, WO
PLY SHTG PER
PLAN & SCHED
16d TO MATCH BOUNDARY
NAIL SPACING
STRAP HOLDOWN PER
PLAN, WO
BN
BN
EN
PLY SHTG PER
PLAN & SCHED
DBL SIDED SW, WO
HOLDOWN PER
PLAN
PLY SHTG PER
PLAN & SCHED
DBL SIDED SW, WO
16d TO MATCH
SILL BOUNDARY
NAIL SPACING
HOLDOWN PER
PLAN
PLY SHTG PER
PLAN & SCHED
DBL SIDED SW, WO
16d TO MATCH
SILL BOUNDARY
NAIL SPACING
BN BN
SHEAR WALL INTERSECTION
1081-03-HS24 - S402 - 42 NTS
EN EN EN BN
BN
EN BN
EN BNEN
2x BLKG OR 3x BLKG
WHERE REQUIRED
PER SW SCHED
(2) 10d TOE NAILS, TYP
ELEVATION
TYPICAL BLOCKING DETAIL
1081-03-HS24 - S402 - 43 NTS
END LENGTH PER
SCHED ON 34/S-405
4'-0" MIN, UNO
T.O. CONC
CURB
T.O. CONC
SILL PL AB, WO
SILL PL
PIECE OF
PT STUD
DBL STUD
@ STEP
4x BLKG @ STRAP
EDGE NAIL @ SHTG
STRAP (CS16, UNO)
APPLIED OVER SHTG (EA
SIDE @ DBL SIDED WALLS)
WALL SHTG
PER PLAN
STRAP AT STEP IN SHEAR WALL SILL PLATE
1081-03-HS24 - S402 - 53 NTS
NOTES:
1. 2 BAYS OR 32" MIN STRAP LENGTH
2. EDGE NAILING FROM PLYWOOD TO STUDS / FRAMING SHALL OCCUR ALL
AROUND OPENINGS AT THIS CONDITION
3. SEE TYPICAL SHEAR WALL ELEVATION FOR BALANCE OF INFO NOT SHOWN MARK # OF
BLKG STRAP NAILS EA SIDEOF OPENING
STRAP LENGTH
(IN)
ALLOWABLE
TENSION LOADS
(LBS)
1 1 CS20 (12) 10d x 2 1
2" 1,030
2 1 CS16 (20) 10d x 2 1
2" 1,705
3 1 CS14 (26) 10d x 2 1
2" 2,490
42 CMSTC16 (50) 10d x 3 1
4" 4,690
5 2 CMST14 (66) 10d x 2 1
2" 6,475
6 2 CMST12 (86) 10d x 2 1
2" 39 9,215
OPENING PER PLAN DBL TOP PL
2x BLKG,
UNO
WALL STUDS PER
SW SCHED
CONT STRAP ACROSS
OPENING WIDTH
DBL 2x BLKG AT
"CMST" STRAP
STRAP LENGTH PER SCHED
UNO ON PLAN
HDR PER PLAN OR BRG WALL
HDR SCHED, EN FULL WIDTH
STRAP NAILS THIS SIDE
PER SCHED, TYP
321
STRAP NAILS THIS SIDE
PER SCHED, TYP
FORCE TRANSFER AROUND OPENINGS
1081-03-HS24 - S402 - 44 NTS
KING STUD PER PLAN
OR BRG WALL SCHED,
EN FULL HT
'CS' OR 'CMST" STRAP
(ICC-ESR 2105)
KING STUD PER PLAN
OR BRG WALL SCHED,
EN FULL HT
SILL PER BRG WALL SCHED,
EN FULL WIDTH
42 53 43
44 34 24 14
13 S-402TYPICAL WOOD DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S402.dwg, S402, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
MIN LAP SPICE PER SCHED
PLAN
SECTION
SPLICE TO OCCUR
OVER STUD, TYP
SPLICE TO OCCUR
OVER STUD, TYP
DBL TOP PLATE SPLICE W/ 'SDS' SCREWS
1081-03-HS24 - S403 - 43 NTS
TOP PLATE LAP CONNECTION WITH 'SDS' SCREWS
SYMBOL MIN LAP
SPLICE 'SDS' SCREWS, EA SIDE ALLOWABLE TOP
CHORD CAPACITY
4'-0" 23 SCREWS 10,304#
4'-6" 33 SCREWS 14,784#
5'-0" 40 SCREWS 17,920#
H
J
K
51 2"
MIN
1"
TYP 1 1
2"
TYP
1 1
4"
TYP
'SDS' SCREW SPACING REQUIREMENTS
'SDS' SCREWS MAY BE INSTALLED
FROM UNDERSIDE OF DBL TOP PL
2" MIN
TYP
STGR
PANEL JT
PANEL END BOUNDARY NAILING (BN) CONT PANEL JT
PER SCHED
FRMG PER
PLAN
EDGE NAILING (EN) PER SCHED
STGR NAILING AT PANEL JT
FULL HT BLKG AT RIM JST BLKG AT PANEL JT
PER WALL DETAILS
CONT RIM JST PER
WALL DETAILS
FIELD NAILING (FN)
PER SCHED
SHTG PER SCHED
1 8" GAP BTWN SHTG
@ PANEL JT(S)
NAIL SPCG @
PANEL EDGES PER SCHED
NAIL SPCG @
PANEL EDGES
PER SCHED
2'-0" MIN
PANEL WIDTH
STRENGTH AXIS ORIENTED PERP TO SUPPORTS
NOMINAL MEMBER WIDTH AT PANEL
EDGES & BOUNDARIES PER SCHED
DIAPHRAGM SCHEDULE
TYPE LOCATION SHEATHING
THICKNESS SHEATHING GRADE 6 SPAN RATING BLOCKING NAILS BOUNDARY NAILING (BN)
EDGE NAILING AT
CONT. PANEL EDGES
(EN)
EDGE NAILING AT
OTHER PANEL EDGES
(EN)
FIELD NAILING (FN) PANEL EDGE SUPPORT OR NOMINAL
MEMBER WIDTH AT PANEL EDGES
LINES OF
FASTENERS
A ROOF SEE NOTE 5 SHEATHING 32 / 16 NO 10d 6 - 6 12 H-CLIPS 1 B FLOOR 23 32 STRUCT 1 48 / 24 NO 10d 6 - 6 12 T&G 1
C FLOOR 23 32 STRUCT 1 48 / 24 YES 10d 2 1
2 2 12 4 12 2x4 FLAT 1
(2) JST BAYS MIN
13 -
PLYWOOD DIAPHRAGM SHEATHING 1081-03-HS24 - S403 - 12 NTS NOTES:
1. DIAPHRAGM SHALL BE GLUED TO FLOOR FRAMING PRIOR TO NAILING, REFER TO PROJECT GENERAL NOTES.
2. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3 8" FROM SHEATHING EDGE AND 3 8" FROM LUMBER EDGE.
3. NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND SHALL NOT PENETRATE THE TOP OF PLYWOOD MORE THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS.
4. WHERE H-CLIPS ARE SPECIFIED, THEY SHOULD BE INSTALLED AS FOLLOWS:
A. ONE H-CLIP SHALL BE PLACED BETWEEN ABUTTING PANELS AT A LOCATION MIDWAY BETWEEN EACH PAIR OF TRUSSES, RAFTERS OR JOISTS. HOWEVER, (2) H-CLIPS ARE REQUIRED BETWEEN SUPPORTS WHEN SPACED 48 INCHES ON CENTER
B. USE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLY C. ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS MAY BE TOLERATED PROVIDING THAT GAPS DO NOT EXCEED MAXIMUM OPENING OF 1 4".
5. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:
A. 15 32 @ SINGLE PLY OR ASPHALT SHINGLES
B. 19 32 @ TILE
C. 23 32 @ TILE WITH MORTAR
6. STRUCTURALLY ACCEPTABLE TO USE "SHEATHING" SHEATHING GRADE @ FLOOR LOCATIONS WITHOUT GYPCRETE TOPPING
GAP PER
DETAIL 12/-
SECTION
GAP PER
DETAIL 12/-
H-CLIP WHERE SPECIFIED
DIAPHRAGM PANEL JOINTS
1081-03-HS24 - S403 - 13 NTS
DIAPH BN PER
PLAN & SCHED
2 x 4 FLAT BLKG,
WHERE SPECIFIED
FLR SHTG PER PLAN &
DETAIL 12/-
JST PER PLAN, TYP
2-10d TOE NAILS EA END
FLR SHTG PER PLAN & H-CLIP
DETAIL 12/-
BLKG WHERE SPECIFIED
PER SCHED
GYPCRETE, WO
(SEE PLAN)
DIAPH NAILING PER
PLAN & SCHED
FLR SHTG PER
PLAN & DETAIL 12/-
JST PER PLAN
1-10d
2-10d
2-10d
1-10d
PLAN
TYP JOIST BLOCKING 1081-03-HS24 - S403 - 14 NTS
1'-0"
MIN
1'-0"
MIN
(2) #4
E
E
E
E
E
F DETAIL
E
FULL DEPTH BLKG
W/ "HUS" HGR, TYP
D DETAIL
2x BLKG W/ "A35"
DBL JST PER PLAN
"A35", ES
FULL DEPTH BLKG
2x BLKG
B DETAIL
10d @ 4" OC
2x BLKG W/
16d @ 4" OC
3 4" PLY
2x STUD WALL
PER PLAN
E DETAIL C DETAIL A DETAIL
1 8"
GAP
TYP
NOTES:
1. TABLES BASED ON 7" MAX RISE AND 11" MIN RUN
2. DEFLECTION CRITERIA:
LL = L/360
TOTAL = L/240
3. LOADING CRITERIA:
DL = 36 PSF MAX
LL = 100 PSF MAX
4. PROVIDE MINIMUM EFFECTIVE STINGER DEPTH AS SHOWN.
DO NOT OVER CUT STRINGER
5. SEE ARCH FOR ALL INFO NOT SHOWN
DO NOT OVER CUT
STRINGERS, TYP
12"
MAX
STRINGER SPAN "L"
FULL DISTANCE
MIN THROAT
DEPTH "E"
MEMBER
DEPTH "D"
STRINGER SPAN
W/ INT SUPPORT
STRINGER SPAN
W/ INT SUPPORT
REINF NAILER MEMBER W/ 10d
(0.128" x 3") NAILS @ 12" OC, STGR
DO NOT OVER
CUT STRINGERS,
TYP
2x BLKG W/
16d @ 4" OC
"A35", ES
3 4" PLY
WALL STUDS, WO
10d @ 4" OC
WALL STUDS, WO
"LSCZ" HGR MIN (8) 10dx3" NAILS
TO BM. IF MIN FASTENERS
CANNOT BE ACHIEVED,
PROVIDE 'THA' HGR AS ALT
3 4" PLY
10d @ 4" OC
3 4" PLY
JST PER PLAN
2x SILL PL W/
16d @ 4" OC
10d @ 4" OC
3 4" PLY
10d @ 4" OC
2x BLKG W/ "A35"
SOG PER PLAN
3 4" PLY
2x PT SILL PL W/ 0.157"Ø SIMP
"PDPA" POWDER ACTUATED
FASTENER @ 6" OC (ICC-E SR 2138)
FULL DEPTH BLKG, MATERIAL TO
MATCH STRINGER 1 1
2" MIN WIDTH
10d @ 6" OC
STAIR STRINGER CONNECTIONS
1081-03-HS24 - S403 - 32 NTS
MANUFACTURED LUMBER - (2.0E LVL)
MEMBER
THICKNESS
MATERIAL
DEPTH "D"
MIN THROAT
"E"
MAX SPAN
"L" PLIES
1 3 4" 18" 11 1
4" 16'-0" 2
"LSCZ" HGR
'HUSTF' JST
HGR, TYP
DBL JST TRIMMER
OPNG
"D"
FOR "D" = 2'-8" MAX,
USE (2) JOISTS
FOR "D" = 4'-0" MAX,
NOTE: USE (3) JOISTS
FOR LARGER OPENINGS REFER TO FRAMING PLAN
'ST12' CENTERED ON
JST, TYP
EN AROUND
OPNG, TYP
'ST12' CENTERED ON
JST, TYP
MULTIPLE JST (OR BM
WHERE NOTED ON PLAN)
EN ALONG BLKG & JST
FOR A DISTANCE OF 2'-0"
@ EA CORNER OF OPNG
2x4 FLAT
BLKG, TYP
OPENING AT FRAMING 1081-03-HS24 - S403 - 23 NTS
SHTG PER
PLAN & SCHED
WOOD I-JOIST
(3) 10d EA SIDE @ 1 3 4" FILLER,
(3) 16d EA SIDE@ 3" FILLER, STGR
SHAPED FILLER @ 48" OC
DOUBLE WOOD I-JOIST
1081-03-HS24 - S403 - 24 NTS
MIN LAP SPLICE
PER SCHED (4) 16d NAILS (4) 16d NAILS MIN LAP SPICE PER SCHED
NAILS EA SIDE
PER SCHED
END INTERSECTION
PLAN
SECTION
END INTERSECTION CONTINUOUS
SPLICE TO OCCUR
OVER STUD, TYP
SPLICE TO OCCUR
OVER STUD, TYP
DBL TOP PL DBL TOP PL NAILS EA SIDE
PER SCHED
TOP PLATE LAP NAILING
WALL TYPE MIN LAP SPLICE NAILS EA SIDE
NON-BEARING 2'-0" (8) 16d
NAILS EA SIDE
PER SCHED
CONTINUOUS
DBL TOP PLATE SPLICE NAILING 1081-03-HS24 - S403 - 33 NTS
TOP PLATE LAP NAILING
SYMBOL MIN LAP
SPLICE NAILS EA SIDE ALLOWABLE TOP
CHORD CAPACITY
ALT SINKERS NAILS
EA SIDE
4'-0" (8) 16d COMMON 1,650# (10) 16d SINKER
4'-0" (12) 16d COMMON 2,500# (16) 16d SINKER
4'-0" (16) 16d COMMON 3,300# (20) 16d SINKER
4'-0" (20) 16d COMMON 4,150# (24) 16d SINKER
4'-0" (24) 16d COMMON 5,000# (30) 16d SINKER
4'-0" (28) 16d COMMON 5,800# (34) 16d SINKER
4'-0" (32) 16d COMMON 6,650# (40) 16d SINKER
A
B
C
D
E
F
G
32 12
53 33
54 34 24 14
23 13
S-403TYPICAL WOOD DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S403.dwg, S403, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
1.55E LSL HEADERS & BEAMS
1.55E LSL BEAMS & HEADERS
HEADER OR BEAM DEPTH MAX ROUND HOLE SIZE
9 1
2 " 3"
11 7
8 " 3
5 8
"
14" - 16" 4
5 8
"
8" 8"
ALLOWED
HOLE ZONE
2x DIA OF THE LARGEST HOLE
1.55E LSL NOTES:
1. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/OR CONCENTRATED LOADS ANYWHERE ALONG THE MEMBER.
2. ROUND HOLES ONLY.
3. NO HOLES IN HEAERS OR BEAMS IN PLANK ORIENTATION.
LVL, PSL, & 1.3E LSL HEADERS & BEAMS
1 3 DEPTH
2x DIA OF THE LARGEST HOLE
' d ' ' d ' 13 l 13 LVL & PSL ALLOWED HOLE ZONE l
MIDDLE
1 3 SPAN
1 3 DEPTH LVL & PSL
HOLE ZONE
1.3E LSL HOLE ZONE
LVL, PSL, & 1.3E LSL BEAMS & HEADERS
HEADER OR BEAM DEPTH MAX ROUND HOLE SIZE
4 3
8" 1"
5 1
2 " 1
3 4
"
7 1
4" - 20" 2"
LVL/PSL/1.3E LSL:
1. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY.
2. ROUND HOLES ONLY.
3. NO HOLES IN CANTILEVERS.
4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.
DO NOT CUT, NOTCH, OR DRILL HOLES IN
HEADERS OR BEAMS EXCEPT AS INDICATED
IN THE ILLUSTRATIONS AND TABLES
' d '
AB
' d '
MAX HOLE SIZE
PER SCHEDULE
MAX HOLE SIZE
PER SCHEDULE
ALLOWABLE HOLES THRU ENGINEERED LUMBER HEADERS & BEAMS
1081-03-HS24 - S404 NTS
L/3 L/3
D/4
MAX
LENGTH (L)
DEPTH, (D)
D/6
MAX
D/3
MAX
3x PENETRATION
DIA
2" MIN
NOTES:
1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST CROSS SECTION WITHOUT STRUCTURAL ENGINEER'S APPROVAL.
2. NOTCH WIDTHS GREATER THAN SHOWN IN TABLE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.
3. NO NOTCHES OR HOLES PERMITTED ANYWHERE IN CANTILEVERED ELEMENTS WITHOUT STRUCTURAL ENGINEER'S APPROVAL
NOTCH AND HOLE LIMITATIONS JOIST SIZE MAX HOLE MAX NOTCH DEPTH MAX END NOTCH MAX NOTCH LENGTH 2X4 NONE NONE NONE NONE
2X6 1
1 2
"
7 8" 1
3 8" 1
1 2
"
2X8 2
3 8" 1
1 4" 1
7 8" 2
3 8
"
2X10 3" 1
1 2" 2
3 8
" 3"
2X12 3
3 4
" 1
7 8" 2
7 8
" 3
3 4
"
TAPER NOTCH IN LIEU OF SQUARE
CUT TO REDUCE IMPACT
D/3
MAX
BOTTOM NOTCHES NOT
PERMITTED AT MEMBERS
4X AND LARGER
D/3
MAX
1 1
1 1
D/6
MAX
BORINGS ACCEPTABLE IN
HATCHED REGION
D/3
MAX
D/4
MAX
3x PENETRATION
DIA
NO NOTCHES PERMITTED
D/3 D/3
SAWN LUMBER AND RAFTER JOIST NOTCHING AND BORING LIMITATIONS 1081-03-HS24 - S404 - 13 NTS
" A " MAX 1'-0" MIN 1'-0" MIN " B "
"D" MAX
NOTCHES MIN
6'-0" OC
" C " MAX
BORED HOLE
TOP OR
SILL PL
1 1
2" WIDE x 16 GAGE GALVANIZED STRAP FASTENED TO EA PL ACROSS
THE OPNG & ATTACHED ON EA SIDE OF THE OPNG W/ NOT LESS THAN " F " 16d COMMON NAILS
NOTCH AND HOLE LIMITATIONS
TOP PL OR
SILL PL ABCD E F
2X4
3 1
2 "
1 1
2"1
1 4"1
1 2
"
5 3
4 "
6 2X6 4
1 2"2
1 4"2
1 4"2
1 2
"
8 1
4 "
9 2X8
5 1
2" 3" 3
1 4"3
1 2
" 12
1 4
" 12
" E "
TOP PL AND SILL NOTCH AND BORING LIMITATIONS
1081-03-HS24 - S404 - 14 NTS
NON-BEARING STUDS EXTERIOR & BEARING STUDS
NOTES:
1. NOTCHING AND BORING NOT PERMITTED IN THE SAME STUD SECTION.
2. NO MORE THAN 2 SUCCESSIVE DBL. STUDS ARE PERMITTED TO HAVE 60% MAX BORED HOLES. 40% MAX
STUD WIDTH NOTCH
60% MAX STUD
WIDTH BORE
25% MAX STUD
WIDTH NOTCH
SEE NOTE 1 SEE NOTE 1 5 8" MIN FROM
FACE OF STUD 40% MAX STUD
WIDTH BORE (60%
AT DBL STUDS - SEE
NOTE 2)
MAXIMUM BORED HOLE DIAMETER/NOTCH DEPTH
STUD SIZE
(IN) APPLICATION MAX HOLE DIAMETER(IN)
MAX NOTCH DEPTH
(IN)
2X4 NON-BEARING 2
1 8" 1
3 8
"
EXTERIOR/BEARING 1
3 8
"
7 8
"
2X6 NON-BEARING 3
1 4
" 2
3 16
"
EXTERIOR/BEARING 2
3 16" 1
3 8
"
5 8" MIN FROM
FACE OF STUD
TYP WALL NOTCH AND BORING LIMITATIONS
1081-03-HS24 - S404 - 24 NTS
6"
6"
6" 6"
MIN DISTANCE
FROM TABLE A
MIN DISTANCE
FROM TABLE A
L
1 2 x D
1 MIN *
D
1 L
2 2 x L
2 D
2 * APPLIES TO ALL HOLES
EXCEPT KNOCKOUTS
OR
CLOSELY GROUPED ROUND HOLES
ARE PERMITTED IF THE GROUP
PERIMETER MEETS REQUIREMENTS
FOR ROUND OR SQUARE HOLES
NO FIELD CUT HOLES
IN HATCHED ZONES 6"
MIN DISTANCE
FROM TABLE B
MIN DISTANCE
FROM TABLE B
MINIMUM DISTANCE FROM INSIDE FACE OF END SUPPORT TO NEAREST EDGE OF HOLE JOIST
DEPTH
TJI JOIST
SERIES
ROUND HOLE SIZE (INCHES) SQUARE HOLE SIZE (INCHES)
2 3
4 6
1 2" 8
7 8
"
2 3
4 6
1 2" 8
7 8
"
11 7
8 "
TJI 110 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-6" 4'-6" 6'-0" TJI 210 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 1'-0" 1'-0" 2'-0" 5'-0" 6'-6" TJI 230 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 2'-0" 5'-6" 7'-0" TJI 360 1'-0" 1'-0" 1'-6" 4'-6" 7'-0" 1'-0" 1'-0" 2'-6" 6'-6" 7'-6" TJI 560 1'-0" 1'-0" 1'-6" 5'-0" 8'-0" 1'-0" 2'-0" 3'-6" 7'-0" 8'-0"
MINIMUM DISTANCE FROM INSIDE FACE OF INTERMEDIATE OR CANTILEVER SUPPORT TO NEAREST
EDGE OF HOLE
JOIST
DEPTH
TJI JOIST
SERIES
ROUND HOLE SIZE (INCHES) SQUARE HOLE SIZE (INCHES)
2 3
4 6
1 2" 8
7 8
"
2 3
4 6
1 2" 8
7 8
"
11 7
8 '
TJI 110 1'-0" 1'-0" 1'-6" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 6'-6" 9'-0" TJI 210 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 1'-0" 2'-0" 3'-0" 7'-6" 10'-0" TJI 230 1'-0" 2'-0" 2'-6" 5'-0" 9'-6" 1'-0" 2'-6" 3'-6" 8'-0" 10'-0" TJI 360 2'-0" 3'-0" 4'-0" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 9'-6" 11'-0" TJI 560 1'-6" 3'-0" 4'-6" 8'-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12'-0"
DO NOT CUT HOLES
LARGER THAN 1
1 2
"
IN CANT
1 1
2" HOLE MAY BE
CUT ANYWHERE IN
WEB OUTSIDE OF
HATCHED ZONE
I-JOIST ALLOWABLE ROUND AND SQUARE LOCATIONS
1081-03-HS24 - S404 NTS 32 12
53 43 33
54 44 34 24 14
13 52
51 S-404TYPICAL WOOD DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S404.dwg, S404, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
U
C
T
URA
S
L
T A T
O F
CA
L
I FOR N I A
EG I STERED
ROF
E
S
S
I
ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
WALL SHTG PER
PLAN & SCHED
SILL W/ FASTENERS PER
SHEAR WALL SCHED
POST PER PLAN & SCHED
PLY SHTG PER
PLAN & SCHED
POST BELOW PER PLAN & SCHED
POST BLKG BTWN TOP PL & PLY &
TO MATCH SIZE OF POST BELOW
RIM JST / BLKG
FLR JST BEYOND
PER SHEAR
WALL SCHED
END LENGTH END LENGTH
"CMST" OR "CS"
(ICC-ESR 2105) PER SCHED
EN PER SW SCHED
@ BOUNDARY POST
EN
STRAP ACROSS FLOOR
1081-03-HS24 - S405 - 12 NTS
EN
EN
EN
BN
MARK STRAP MODEL FASTENERS * END LENGTH (IN)
ALLOWABLE
TENSION LOADS (lbs)
CS16 20-10d 11 1,705
CS14 26-10d 15 2,490
CMSTC16 48-10d 20 4,610
CMST14 56-16d 26 6,475 66-10d 30
CMST12 74-16d 33 9,215 86-10d 39
2A
2B
2C
2D
2E
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
*HALF OF THE FASTENERS ARE INSTALLED ON THE UPPER POST, AND REMAINING HALF
OF THE FASTENERS ARE INSTALLED ON THE LOWER POST
TYPE PRE-BENT STRAP
MIN WOOD BEAM
DIMENSIONS
FASTENERS
(EA STRAP) ALLOWABLE
TENSION
LOADS (LBS) WIDTH
MIN (in)
DEPTH MIN
(in)
BEAM STUDS/POST FACE BOTTOM
MSTC48B3 3" 9
1 4
" 12-10d
4-10d 38-10d
3,975
MSTC66B3 3
1 2
" 11
1 4" 14-10d 4,490
(2) MSTC48B3 3" 9
1 4
" 12-10d 7,354
(2)MSTC66B3 3
1 2
" 11
1 4" 14-10d 8,305
5A
5B
5C
5D
SHEAR WALL POST TO BEAM HOLD DOWN
1081-03-HS24 - S405 NTS
WALL SHTG PER
PLAN & SCHED
SIMP 'MSTC' PRE-BENT
STRAP PER SCHED
(ICC-ESR-2105)
PLY SHTG PER
PLAN & SCHED
1 1
2" CLR MIN
TYP @ DBL STRAP
21" MIN
NAILS PER SCHED
NO NAILS
REQD
1 12" FROM SILL
TO FIRST NAIL
MIN MEMBER
FACE NAILS
PER SCHED
DEPTH MIN MEMBER
DEPTH
BM PER
PLAN
POST PER PLAN
MIN 4x POST OR (2) 2x
'CMST14' APPLIED
OVER SHTG
2x4 (MIN) FLAT BLKG
FULL LENGTH OF STRAP
8'-0" MIN, UNO 30"
DBL TOP PL
NOTE:
FRAMING ABOVE NOT SHOWN FOR CLARITY
DBL STUD @ WALL END
(OR POST PER PLAN)
STRAP @ BALLOON FRAMED STUD WALL
1081-03-HS24 - S405 - 21 NTS
(58) 10d NAILS AT TOP PL
FILL EVERY OTHER NAIL
HOLE W/10d NAILS,
FULL LENGTH OF STRAP
DBL TOP PL & 2x
STUDS PER PLAN
WOOD I-JST FRMG PER PLAN
PLY SHTG PER
PLAN & SCHED
BLOCK & STRAP PERP TO FRMG 1081-03-HS24 - S405 - 24 NTS
LENGTH OF STRAPPING
PER PLAN
C TJI FRAMING
FULL DEPTH BLKG FULL LENGTH
OF STRAP W/ WIDTH PER
SCHEDULE
STRAP PER PLAN, T&B, SPLICE
AS REQ'D WITH LAP LENGTH
& FASTENERS PER SCHEDULE DBL TOP PL & 2x
STUDS PER PLAN
WO
JST FRMG PER PLAN
PLY SHTG PER
PLAN & SCHED
LENGTH OF STRAPPING
PER PLAN
B SOLID SAWN FRAMING
END LENGTH
PER SCHED
END LENGTH
PER SCHED
FULL DEPTH BLKG FULL LENGTH
OF STRAP W/ WIDTH PER
SCHEDULE
STRAP PER PLAN, T&B, SPLICE
AS REQ'D WITH LAP LENGTH
& FASTENERS PER SCHEDULE
DBL TOP PL & 2x
STUDS PER PLAN WO
TRUSS FRMG PER
PLAN & MFR
PLY SHTG PER
PLAN & SCHED
LENGTH OF STRAPPING
PER PLAN
A WOOD TRUSS FRAMING
END LENGTH
PER SCHED
FULL DEPTH TRUSS PANEL BLKG
FULL LENGTH OF STRAP W/
WIDTH PER SCHEDULE
STRAP PER PLAN, T&B, SPLICE
AS REQ'D WITH LAP LENGTH
& FASTENERS PER SCHEDULE
STRAP MODEL END FASTENERS END
LENGTH (IN)
FASTENERS
PER SPLICE
SPLICE
LENGTH (IN)
MIN BLKG
WIDTH
ALLOWABLE
TENSION
LOADS (lbs)
CS16 (20) 10d 11 (5) 10d
8 1
1 2
" 1,705 (22) 8d 13 (6) 8d 9
CS14 (26) 10d 15 (6) 10d
9 1
1 2
" 2,490 (30) 8d 16 (7) 8d 10
CMSTC16 (50) 16d 20 (11) 16d 10
3 1
2 " 4,690
(50) 16d 20 (11) 16d 10
CMST14 (56) 16d 26 (13) 16d 14
3 1
2 " 6,475 (66) 10d 30 (15) 10d 15
CMST12 (74) 16d 33 (18) 16d 18
3 1
2 " 9,215 (86) 10d 39 (22) 10d 21
DBL TOP PL
'DSC' DRAG STRUT
CONNECTOR, CONTRACTOR
TO PROVIDE LEFT OR RIGHT
HAND UNIT TO MATCH
CONDITIONS (ICC-ESR 2605)
" L/2 "
" L "
MODEL L (IN) FASTENERS ALLOWABLE TENSION LOADS (lbs)
COMPRESSION TENSION
DSC2R/L-SDS3 16 (20)
1 4" x 3" SDS 2,590 3,720
DSC5R/L-SDS3 21 (24)
1 4" x 3" SDS 4,340 4,195
ROOF SHTG PER
PLAN & SCHED
DRAG TRUSS PER MFR
(SIZED FOR DRAG
LOAD PER PLANS)
WALL SHTG PER
PLAN & SCHED
ELEVATION
POST BEL TRUSS
ROOF DRAG
TRUSS
DSC CONN
(VERIFY RH OR LH)
STUD WALL
PLAN
DRAG TRUSS TO WALL CONNECTION
1081-03-HS24 - S405 NTS
DROP BM
PER PLAN
SW POST OR STUD
DBL TOP PL
MIN END LENGTH
PER SCHED
(TYP EA SIDE)
1 3
4 "
MIN
DROP BM
PER PLAN
ALT STRAP
LOCATION
MIN END LENGTH
PER SCHED
(TYP EA SIDE)
DROP BM
PER PLAN
ALT STRAP
LOCATION
"CMST" (ICC-ESR 2105)
STRAP PER PLAN & SCHED
DBL TOP PL
DBL TOP PL
"CS" (ICC-ESR 2105) STRAP
PER PLAN & SCHED
"CS" OR "CMST"
(ICC-ESR 2105) STRAP
PER PLAN & SCHED
MIN FASTENERS
PER SCHED, EA SIDE
MIN END LENGTH
PER SCHED
(TYP EA SIDE)
"CS" OR "CMST"
(ICC-ESR 2105) STRAP
PER PLAN & SCHED
FLUSH BM
PER PLAN
SW POST
OR STUD
MIN END LENGTH
PER SCHED
(TYP EA SIDE)
1 3
4 "
MIN
MIN END FASTENERS
PER SCHED, EA SIDE
STRAP MODEL FASTENERS* END LENGTH (IN)
ALLOWABLE
TENSION LOADS (lbs)
CS16 (20) 10d 11 1,705 (22) 8d 13
CS14 (26) 10d 15 2,490 (30) 8d 16
CMSTC16 (48) 10d 20 4,610
CMST14 (56) 16d 26 6,475 (66) 10d 30
CMST12 (74) 16d 33 9,215 (86) 10d 39 C STRAP TO TOP OF DROP BEAM B STRAP TO FACE OF DROP BEAM A STRAP TO BOTTOM OF FLUSH BEAM
MIN END FASTENERS
PER SCHED, EA SIDE
1 3
4 "
MIN 13 4"
MIN
MIN END FASTENERS
PER SCHED, EA SIDE
DBL TOP PL
SW POST
OR STUD
SW POST
OR STUD
DRAG STRAP AT BEAM-TO-WALL
1081-03-HS24 - S405 - 34 NTS
DRAG TRUSS
PER PLAN, WO
*HALF OF THE FASTENERS ARE INSTALLED TO THE BEAM/TRUSS, AND
REMAINING HALF OF THE FASTENERS ARE INSTALLED TO THE TOP PLATE
DBL TOP PL
"A35" (ICC-ESR 2523) @
SPACING PER SHEAR WALL
SCHED FOR WALL BELOW
ROOF SHTG PER
PLAN & SCHED
DRAG TRUSS PER MFR
(SIZED FOR DRAG
LOAD PER PLANS)
WALL SHTG PER
PLAN & SCHED
SW END POST,
EDGE NAIL FULL HT
DRAG TRUSS PARALLEL TO WALL
1081-03-HS24 - S405 NTS
DBL TOP PL
POST PER PLAN
BM PER PLAN
DBL TOP PL
"HDU" (ICC-ESR 2330)
PER SCHED
SIMP "VGT"
STUDS PER PLAN
POST PER PLAN
"HDU" (ICC-ESR 2330)
PER SCHED (STAGG
CONN TO POST)
DBL SIMP "VGT"
PER SCHED
TYPE HOLDOWN MIN
PLIES
FASTENERS ALLOWABLE
UPLIFT
TO BEAM TO POST TO BEAM TO POST LOADS (LBS)
A (1) VGT HDU4
2 (16) SDS
1 4" x 3" (6) SDS
1 4" x 1
1 2
" 4,940
B (2) VGT (2) HDU4
2 (32) SDS
1 4" x 3" (20) SDS
1 4" x 1
1 2
" 7,185
3 (32) SDS
1 4" x 3" (20) SDS
1 4" x 1
1 2
" 8,890
C (1) VGT R/L HDU2
2 (16) SDS
1 4" x 3" (6) SDS
1 4" x 1
1 2
" 2,225
D (2) VGT R/L (2) HDU4
2 (32) SDS
1 4" x 3" (20) SDS
1 4" x 1
1 2
" 5,545
E SIMPSON
"A35" - - - - --
NO UPLIFT
5 8" Ø "A307/F1554 Gr. 36"
BOLT/THREADED ROD,
CENTER IN TOP PL WIDTH
BM PER PLAN
W/ "A35" EA SIDE
STUDS PER PLAN
STUDS PER PLAN
POST PER PLAN
5 8" Ø "A307/F1554 Gr. 36"
BOLT/THREADED ROD,
CENTER IN TOP PL WIDTH
BM PER PLAN
DBL TOP PL
SINGLE SIDED HOLDOWN
DOUBLE HOLDOWN
BEAM TO WALL POST CONNECTION
1081-03-HS24 - S405 - 43 NTS
31 21
12 53 43
54 44 34 24 14
52 51 41
S-405TYPICAL WOOD DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S405.dwg, S405, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
U
C
T
URA
S
L
T A T
O F
CA
L
I FOR N I A
EG I STERED
ROF
E
S
S
I
ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
FLOOR FRAMING PERP TO WALL
1081-03-HS24 - S411 - 12 1" = 1'-0"
FLR JST
PER PLAN
1 1
2" LSL RIM JST W/
SIMP "A35" W/ SPCG
PER SW SCHED 1
3 4" MIN
BRG
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
EN
WALL SHTG PER
PLAN & SCHED
(1) 16d EA FLANGE
WALL STUDS
PER PLAN
FLR JST
PER PLAN
FLR SHTG PER
PLAN & SCHED
1 1
2" LSL RIM JST
1 3
4" MIN
BRG
DBL TOP PL
BN
WALL STUDS
PER PLAN
EN
ALT OPTION
3 4"
GAP
FLR SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
SILL W/ FASTENERS
PER SW SCHED
WALL SHTG PER
PLAN & SCHED
EN
EN
WALL SHTG PER
PLAN & SCHED
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
DBL TOP PL
(1) 16d EA FLANGE
BN
EN
EN
GYPCRETE FILL
PER ARCH, WO
SILL W/ FASTENERS
PER SW SCHED
GYPCRETE FILL
PER ARCH, WO
FLOOR FRAMING PARALLEL TO WALL
1081-03-HS24 - S411 - 14 1" = 1'-0"
TJI BLKG TO MATCH DEPTH
OF TJI JOIST @ 24" OC
FLR JOIST
PER PLAN
BN @ BLKG
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED
1 1
2" LSL RIM JST
DBL TOP PL
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
ALT OPTION
TJI BLKG TO MATCH DEPTH
OF TJI JOIST @ 24" OC
FLR JOIST
PER PLAN
WALL SHTG PER
PLAN & SCHED
1 1
2" LSL RIM JST W/
SIMP "A35" W/ SPCG
PER SW SCHED
DBL TOP PL
3 4"
GAP
BN @ BLKG FLR SHTG PER
PLAN & SCHED
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
WALL STUDS
PER PLAN
WALL STUDS
PER PLAN
EN
(1) 16d EA FLANGE
BN
EN
EN
EN
(1) 16d EA FLANGE
BN
EN
EN
SILL W/ FASTENERS
PER SW SCHED
GYPCRETE FILL
PER ARCH, WO
SILL W/ FASTENERS
PER SW SCHED
GYPCRETE FILL
PER ARCH, WO
FLOOR FRAMING PERP TO WALL
1081-03-HS24 - S411 - 21 1" = 1'-0"
EN
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
SILL PL W/FASTENERS
PER SW SCHED
1 1
2" LSL BLKG W/ SIMP "A35"
(ICC-ESR 2523) W/ SPCG
PER SW SCHED
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
DBL TOP PL
SPLICE JSTS OVER WALL,
WHERE REQD
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO
EN
BN
FLOOR FRAMING PARALLEL TO WALL
1081-03-HS24 - S411 - 22 1" = 1'-0"
DBL TOP PL
1 1
2" LSL RIM JST W/ SIMP "A35"
(ICC-ESR 2523) W/ SPCG PER
SHEAR WALL SCHED
TJI BLKG TO MATCH
DEPTH JST @ 24" OC
EN
EN
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED BN
WALL STUDS
PER PLAN
SILL PL W/FASTENERS
PER SW SCHED
BN @ BLKG
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
(1) 16d
EA FLG
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO
FLOOR FRAMING CHANGE OF DIRECTION @ WALL
1081-03-HS24 - S411 - 23 1" = 1'-0"
DBL TOP PL
1 1
2" LSL RIM JST W/ SIMP "A35"
(ICC-ESR 2523) W/ SPCG PER
SHEAR WALL SCHED
TJI BLKG TO MATCH
DEPTH JST @ 48" OC
EN
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
(1) 16d
EA FLG
SILL PL W/FASTENERS
PER SW SCHED
BN @ BLKG
FLR JST PER PLAN
EN
BN
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO
INTERIOR NON-BEARING WALLTOP PLATE CONNECTION
1081-03-HS24 - S411 - 24 1" = 1'-0"
PARA TO JOISTS PERP TO JOISTS
FLR SHTG PER
PLAN & SCHED
I-JST
PER PLAN
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO
3 4"
CLR
I-JST BLKG PANEL
PER 13/S-401 @ EA
'SDPW' SCREW
2x STUDS @ 16" OC
(10'-0" MAX HEIGHT)
2x STUDS @ 16" OC
(10'-0" MAX HEIGHT)
3 4"
CLR
SDPW MODEL
NO. TOP PLATE MAX O.CSPACING
SDPW14500 (1) 2x +
3 4" WSP 36"
SDPW19600 (2) 2x 48"
'SDPW' DEFLECTOR
SCREWS W/SIZE &
SPCG PER SCHED
3 4"
OFFSET
3 4"
OFFSET
FLOOR FRAMING PERP OVER SHEAR WALL BELOW 1081-03-HS24 - S411 - 31 1" = 1'-0" NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
EN
WALL STUDS
PER PLAN
FLR SHTG PER
PLAN & SCHED
WALL SHTG PER
PLAN & SCHED
FLR JST
PER PLAN
1 1
2" LSL BLKG W/ SIMP "A35"
(ICC-ESR 2523) W/ SPCG
PER SW SCHED
DBL TOP PL
SPLICE JSTS OVER WALL,
WHERE REQD
GYPCRETE FILL
PER ARCH, WO BN
FLOOR FRAMING PARA OVER SHEAR WALL BELOW 1081-03-HS24 - S411 - 32 1" = 1'-0" EN
WALL STUDS
PER PLAN
FLR JST
PER PLAN
FLR SHTG PER
PLAN & SCHED
DBL TOP PL
WALL SHTG PER
PLAN & SCHED
1 1
2" LSL RIM JST W/ SIMP "A35"
(ICC-ESR 2523) W/ SPCG PER
SHEAR WALL SCHED
BN
TJI BLKG TO MATCH
DEPTH OF JST @ 24" OC,
ALTERNATE FACE OF RIM
(1) 16d
EA FLG
GYPCRETE FILL
PER ARCH, WO
FLOOR FRAMING CHANGE OF DIRECTION @ WALL
1081-03-HS24 - S411 - 33 1" = 1'-0"
DBL TOP PL
1 1
2" LSL RIM JST W/ SIMP "A35"
(ICC-ESR 2523) W/ SPCG PER
SHEAR WALL SCHED
TJI BLKG TO MATCH
DEPTH JST @ 48" OC
EN
FLR SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
(1) 16d
EA FLG
BN @ BLKG
FLR JST PER PLAN
BN
GYPCRETE FILL
PER ARCH, WO
FLOOR JOIST TO BEAM CONNECTION
1081-03-HS24 - S411 - 34 1" = 1'-0"
FLR SHTG PER
PLAN & SCHED
FLR JST PER PLAN W/ SIMP
"IUS" HGR (ICC-ESR 2552), TYP
BM PER PLAN
PARALLEL
FLR JST, WO BN
GYPCRETE FILL
PER ARCH, WO
BEAM SUPPORTED SHEAR WALL ABOVE
1081-03-HS24 - S411 - 42 1" = 1'-0"
TJI BLKG TO MATCH DEPTH OF
TJI JST @ 24" OC (BLKG MAY
OCCUR EITHER SIDE OF BM)
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
FLR JST PER PLAN W/
SIMP "IUS" HANGER
(ICC-ESR 2552), TYP
BM PER PLAN
B JOIST PERPENDICULAR TO BEAM A JOIST PARALLEL TO BEAM
BM PER PLAN
SILL W/ FASTENERS
PER SW SCHED
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED
FLR JST
PER PLAN
(1) 16d
EA FLG
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO EN
BN
SILL W/ FASTENERS
PER SW SCHED
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO EN
BN
31 21
42 32 22 12
53 43 33
54 44 34 24 14
23 52
51 S-411FLOOR FRAMING DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S411.dwg, S411, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
U
C
T
URA
S
L
T A T
O F
CA
L
I FOR N I A
EG I STERED
ROF
E
S
S
I
ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
GUARDRAIL CONNECTION (JST PARA)
1081-03-HS24 - S412 - 44 1" = 1'-0"
BN
JST @ FACE OF WALL W/ (2) SDS 1
4" x 4 12" SCREWS
EA STUD & 8" OC TO BLKG
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
FLR SHTG PER
PLAN & SCHED
(2) BAYS 2x BLKG TO MATCH
JST DEPTH @ EA STUD
BALLON FRAMED WALL
STUDS PER PLAN
WALL SHTG PER
PLAN & SCHED, WO
2"
TYP
WALL SHTG
FLR JST
PER PLAN
BN @ BLKG
SIMP 'H2A' CONN
@ 16" OC, TYP
DBL TOP PL
SLOPE PER ARCH
B EN
42" MAX
GYPCRETE FILL
PER ARCH, WO
EN
HALFWALL @ FLOOR FRAMING 1081-03-HS24 - S412 - 54 1" = 1'-0" 2x BLKG TO MATCH DEPTH
OF FLR JST PER PLAN @ 24" OC
BM PER PLAN
BN @ BLKG
2x6 STUDS
@ 16" OC
WALL SHTG PER
PLAN & SCHED
TYPE 'B' MIN
FLR SHTG PER
PLAN & SCHED
FLR JST
PER PLAN
EN
BN
SILL W/ FASTENERS
PER SW SCHED
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO
84" MAX
DBL TOP PL
EN
'MSTA21' @ 16" OC,
CENTERED ON STUD
TO EA FACE OF BM
DECK FRAMING PERP TO BM @ GUARDRAIL
1081-03-HS24 - S412 - 22 1" = 1'-0"
BM PER PLAN
DECK JST PER PLAN W/
SIMP 'LUS' HGR. RIP TOP
OF JTS FOR SLOPE PER
ARCH - MIN 9" DEPTH
GYPCRETE FILL
PER ARCH, WO
SLOPED PER ARCH
1 4
A
GUARDRAIL PER ARCH,
(HSS2x1 1
2" x 3
16" MIN @
4' OC MAX)
2"
1 4" THK STL PL
21 2"
11 1 2" 1
2"
(8) SIMP 'SDS' 1
4"
x 6" SCREWS
A
EQ EQ
1" 3" 3" 3" 1"
51 2"
EN
WALL SHTG PER STUD WALL PER PLAN, WO
PLAN & SCHED, WO
42" MAX
BN
DBL TOP PL
2x LEDGER TO MATCH
DECK JST W/ 16d @ 8"
OC STGR
EN
EN
FLR SHTG PER
PLAN & SCHED
BN
BN @ BLKG
(1) 16d ES, T&B
TJI BLKG TO MATCH DEPTH
OF TJI JST PER PLAN @ 24" OC
FLR JST
PER PLAN
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
SILL PL W/FASTENERS
PER SW SCHED
FLR SHTG PER
PLAN AND SCHED
BN
DECK JST
PER PLAN
SEE DETAIL
FOR INFO
NOT SHOWN
14 S-411
FLOOR FRAMING PARALLEL TO WALL
1081-03-HS24 - S412 - 52 1" = 1'-0"
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
DECK FRAMING PERP OVER SHEAR WALL BELOW 1081-03-HS24 - S412 - 51 1" = 1'-0" EN
WALL STUDS
PER PLAN
FLR SHTG PER
PLAN & SCHED
WALL SHTG PER
PLAN & SCHED
BN
DECK JST
PER PLAN
2x BLKG W/ 'A35' (ICC-ESR
2523) W/ SPCG PER SW
SCHED
DBL TOP PL
SLOPED PER
ARCH
SIMP 'H2.5A'
TIE @ 32" OC
STAIR RISER CONNECTION
1081-03-HS24 - S412 - 41 NTS
RISER CONN OCCURS
@ EA RISER
(2) SIMP "SDS" SCREWS, STRINGER
EA STUD
(5) 10d NAILS FROM PLY TO
STRINGER/BLKG
WALL STUDS PER
PLAN
CONT DBL TOP PL
PARTIAL HT WALL EXTENSION
(3'-6" MAX)
FULL HT
STUD WALL
2x BLKG W/
"A35" FROM
BLKG TO STUD
WALL SHTG PER
PLAN & SCHED
EN
FLOOR JOIST TO BM CONN
1081-03-HS24 - S412 - 42 1" = 1'-0"
TJI BLKG TO MATCH DEPTH OF
TJI JST @ 24" OC (BLKG MAY
OCCUR EITHER SIDE OF BM)
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
BM PER PLAN
SILL W/ FASTENERS
PER SW SCHED
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
FLR SHTG PER
PLAN & SCHED
DECK JST
PER PLAN
(1) 16d
EA FLG
GYPCRETE FILL
PER ARCH, WO
GYPCRETE FILL
PER ARCH, WO EN
BN
2x BLKG TO MATCH
DEPTH OF DECK
JST @ 24" OC
FLOOR JST
PER PLAN
BM PER PLAN
2x BLKG TO MATCH
JST DEPTH @ 48" OC
FLOOR JOIST TO BM CONN
1081-03-HS24 - S412 - 43 1" = 1'-0"
BN
2x BLKG TO MATCH
JST DEPTH FOR BN
NAILING
SLOPE PER ARCH
RIP TOP OF JST FOR
SLOPE (9" MIN DEPTH)
BOT OF JST
REMAINS FLAT
FLR JST PER PLAN W/ SIMP
"LUS" HGR (ICC-ESR 2549)
(3) 16d
GYPCRETE FILL
PER ARCH
16d @ 6" OC
GUARDRAIL CONNECTION (JST PERP)
1081-03-HS24 - S412 - 34 1" = 1'-0"
2x LEDGER W/ (2) SDS 1
4" x 4 12" SCREWS
EA STUD & 8" OC TO BLKG
RIP JSTS ( 9" MIN) TO SLOPE
PER ARCH, W 'LUS' HGR
EN
HDR PER PLAN, WO
CONT 3x BLKG
'H2.5A' EA
STUD TO JST
BALLON FRAMED WALL
STUDS PER PLAN
BN
SLOPE
PER ARCH
CONT DBL TOP PL
WALL SHTG PER
PLAN & SCHED,
TYPE B MIN
GYPCRETE FILL
PER ARCH
42" MAX
SHTG PER PLAN
& SCHED
WHERE STUD IS INTERRUPTED
BY HDR, PROVIDE 'A35' CLIP
EN
DECK FRAMING PERP TO BM @ GUARDRAIL
1081-03-HS24 - S412 - 22 1" = 1'-0"
BM PER PLAN
DECK JST PER PLAN W/
SIMP 'LUS' HGR. RIP TOP
OF JTS FOR SLOPE PER
ARCH - MIN 9" DEPTH
GYPCRETE FILL
PER ARCH, WO
SLOPED PER ARCH
1 4
A
GUARDRAIL PER ARCH,
(HSS2x1 1
2" x 3
16" MIN @
4' OC MAX)
2"
1 4" THK STL PL
21 2"
11 1 2" 1
2"
(8) SIMP 'SDS' 1
4"
x 6" SCREWS
A
EQ EQ
1" 3" 3" 3" 1"
51 2"
EN
STUD WALL PER PLAN
WALL SHTG PER
PLAN & SCHED, WO 42" MAX
BN BN
2x BLKG WITH A35 CLIP
PER SHEAR WALL SCHED
EN
DBL TOP PL
2x BLKG TO MATCH DEPTH
OF DECK JST PER PLAN W/
'A35' CLIP PER SW SCHED
GYPCRETE FILL PER ARCH, WO
EN
BN
FLOOR FRAMING PERP TO WALL
1081-03-HS24 - S412 - 14 1" = 1'-0"
WALL SHTG PER PLAN &
SCHED, TYPE B MIN
2x6 STUDS @ 16" OC
WALL SHTG PER WALL STUDS PER PLAN
PLAN & SCHED
2x BLKG BTWN STUDS
ROOF RAFTER PER PLAN
W/ "U" HANGER
EN TO BLKG
BN LEDGER
FLR JST PER PLAN W/ 'LUS' HGR
SILL PL W/FASTENERS PER
SW SCHED, STAGGERED
2x BLKG W/ 'A35' @ 48" OC
DBL TOP PLATE BN
ROOF SHTG PER
PLAN & SCHED
2x4 MIN @ 16"OC
CRIPPLE WALL STUDS
DECK JST PER PLAN W/
'LUS' HGR. RIP TOP OF JSTS
FOR SLOPE PER ARCH -
MIN 9" DEPTH
EN
EN
1x T&G PER ARCH
EN
BN
BM PER PLAN
2x LEDGER TO MATCH DEPTH
OF RAFTER 2/ (2) 'SDS' 1
4" x 4 12"
SCREWS EA STUD
SLOPE PER ARCH
B
WALL SHTG
1 4
A
GUARDRAIL PER ARCH, WO
(HSS 2x1 1" x 3
16" MIN @ 4' OC MAX)
2"
11 1 2" 1
2"
A
EQ EQ
51 2"
'H2.5A' CLIP @ 48" OC
1 4" THK STL PL (4) 'SDS' 1
4" x 3" SCREWS
'A35' CLIP @ 48" OC
1" 3" 1"
12" MAX
16d
@ 6"OC
SIMP 'SDWC x 6" LONG
POST PER PLAN
STUD WALL
PER PLAN
STRAP PER PLAN
CRIPPLE STUDS
OVER HDR
KING STUD
PER PLAN
'MSTC48B3' BENT STRAP W/ (12) 10d NAILS
TO HDR FACE & (4) 10d NAILS TO TOP OF
HDR & (38) 10d NAILS TO TRIMMER STUDS,
CEN ABOUT TRIMMER STUDS & HRD
TRIMMER STUD PER PLAN
HDR PER PLAN
CRIPPLE POST
PER PLAN
ELEVATION
'MSTC48B3' BENT STRAP W/
(12) 10d NAILS TO HDR FACE
& (4) 10d NAILS TO BOT OF
HDR & (38) 10d NAILS TO
CRIPPLE POST, CEN ABOUT
CRIPPLE POST & HDR
BEAM TIE DOWN AT HEADER
1081-03-HS24 - S412 - 33 NTS or 1" = 1'-0"
BM PER PLAN
DO NOT SPLICE
STUD WALL
PER PLAN
CRIPPLE STUDS
OVER HDR
KING STUD
PER PLAN
'MSTC48B3' BENT STRAP W/ (12) 10d NAILS
TO HDR FACE & (4) 10d NAILS TO TOP OF
HDR & (38) 10d NAILS TO TRIMMER STUDS,
CEN ABOUT TRIMMER STUDS & HRD
TRIMMER STUD PER PLAN
CRIPPLE POST
PER PLAN
ELEVATION
SIMP 'VGT' W/ (16) 1
4" x 3" 'SDS' TO BM
5 8" Ø "A36" BOLT / THR ROD,
CEN IN TOP PL WIDTH
SIMP 'HDU4' W/ (10) 1
4" x 2 12" 'SDS' TO POST
'MSTC48B3' BENT STRAP W/
(12) 10d NAILS TO HDR FACE
& (4) 10d NAILS TO BOT OF
HDR & (38) 10d NAILS TO
CRIPPLE POST, CEN ABOUT
CRIPPLE POST & HDR
HDR PER PLAN
BEAM TIE DOWN AT HEADER
1081-03-HS24 - S412 - 32 NTS or 1" = 1'-0"
EN
SIMP "LTP4"
@ 8" OC
2x BLKG W/
'A35' @ 24" OC
BN
WALL STUDS PER
PLAN & SCHED
TJI BLKG TO MATCH DEPTH
OF TJI JOIST @ 24" OC
ROOF SHTG PER
PLAN& SCHED
FLR JOIST
PER PLAN
WALL SHTG PER
PLAN & SCHED
DBL TOP PL
1 1
2" LSL RIM JST W/
SIMP "A35" W/
SPCG PER SW SCHED
SILL W/ FASTENERS
PER SW SCHED
ROOF RAFTER ABOVE FLOOR (PARALLEL JOIST)
1081-03-HS24 - S412 - 23 1" = 1'-0"
BN
EN
BN
WALL STUDS
PER PLAN
EN
BN
WALL SHTG PER
PLAN & SCHED 2x BLKG BTWN STUDS
2x LEDGER TO MATCH DEPTH
OF RAFTER W/ (2) SIMP 'SDS 1
4"
x 6" SCREWS EA STUD
GYPCRETE FILL
PER ARCH, WO
BM PER PLAN
ROOF RAFTER PER
PLAN W/ SIMP 'U' HGR
2x6 SILL PL W/
'A34' @ 24" OC
& 'SDS' 1
4" x 4 12"
SCREW @ 8" OC
1x T&G
PER ARCH
POST PER PLAN
BEAM PER PLAN
POST TO BEAM CONNECTION
1081-03-HS24 - S412 - 31 NTS
SIMP 'HGA10KT' CLIP W/
(4) 1
4" x 1 12" SDS TO
POST AND (4) 1
4" x 3"
SDS TO BM, ES POST
'MSTC48B3' PRE-BENT
STRAP, FULLY NAILED
TO DBL TOP PL & POST
(4) 10d FACE NAILS
DBL TOP PL
2x6 STUDS @
16" OC
WALL SHTG PER
PLAN & SCHED
FLOOR FRAMING PERP TO BEAM @ UPPER WALL
1081-03-HS24 - S412 - 21 1" = 1'-0"
EN
WALL STUDS
PER PLAN
FLR SHTG PER
PLAN & SCHED
SILL W/ FASTENERS
PER SW SCHED
BM PER PLAN
WALL SHTG PER
PLAN & SCHED
DECK JST PER PLAN W/
SIMP 'LUS' HGR. RIP TOP
OF JTS FOR SLOPE PER
ARCH - MIN 9" DEPTH
BN
GYPCRETE FILL
PER ARCH, WO
SLOPED PER ARCH
FLOOR FRAMING PERP TO BEAM @ UPPER WALL
1081-03-HS24 - S412 - 12 1" = 1'-0"
EN
WALL STUDS
PER PLAN
FLR SHTG PER
PLAN & SCHED
SILL W/ FASTENERS
PER SW SCHED
BM PER PLAN
WALL SHTG PER
PLAN & SCHED
FLR JST PER PLAN
W/ SIMP "IUS" HGR
BN
GYPCRETE FILL
PER ARCH, WO
DECK JST PER PLAN W/
SIMP 'LUS' HGR. RIP TOP
OF JSTS FOR SLOPE PER
ARCH - MIN 9" DEPTH
PLY SHTG PER
PLAN & SCHED
SLOPED PER ARCH
2x LEDGER CONT
W/ (2) ROWS OF
SDS 1
4" x 4 12"
SCREWS @ 12" OC
GYPCRETE FILL
PER ARCH, WO
BN
EXTERIOR SHEARWALL @ DECK FRAMING 1081-03-HS24 - S412 - 14 1" = 1'-0"
FLR JST PER PLAN
RIM JST PER 12/S-411
W/ 1 1
4" LSL BLKG
DBL TOP PL
WALL SHTG PER
PLAN & SCHED
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
WALL SHTG PER
PLAN & SCHED
EN
WALL STUDS PER
PLAN & SCHED
BN
WALL STUDS PER
PLAN & SCHED
SILL W/ FASTENERS
PER SW SCHED
GYPCRETE FILL PER ARCH, WO
SEE DETAIL
FOR INFO
NOT SHOWN
12 S-411
DECK JST PER PLAN W/
SIMP 'LUS' HGR. RIP TOP
OF JSTS FOR SLOPE PER
ARCH - MIN 9" DEPTH
PLY SHTG PER
PLAN & SCHED
SLOPED PER ARCH
2x LEDGER CONT
W/ (2) ROWS OF
SDS 1
4" x 4 12"
SCREWS @ 12" OC
GYPCRETE FILL
PER ARCH, WO
BN
EN
31 21
42 32 22 12
53 43 33
54 44 34 24 14
23 11
52 51 41
S-412FLOOR FRAMING DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S412.dwg, S412, Jan 13, 2026 10:39am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
ROOF TRUSS PERP TO EXTERIOR WALL
1081-03-HS24 - S421 - 14 NTS
ROOF SHTG PER
PLAN & SCHED
NOTCH BLKG
@ RAFTER TAIL BN
NOTES:
1. PLYWOOD FIELD NAILING & SHEAR BLKG NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL
SCHEDULE
2. REFER TO 13/- FOR BALANCE OF INFO
DBL 2x HEAD OUT
W/ SIMP "U" HGR
EA END
ROOF TRUSS
BEYOND
DBL TOP PL
FALSE RAFTER
TAIL PER ARCH
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
EN
SIMP 'A34' EA SIDE
OF RAFTER TAIL TO
HEADOUT
1x T&G PER ARCH
GABLE PER MFR
BRG TRUSS PER MFR
BN (4) 16d NAILS
ROOF SHTG PER
PLAN & SCHED
NAILS TO MATCH
DIAPH NAILS @ 6" OC
BRACE PER
SCHED
DBL TOP PL
WALL STUDS
PER PLAN
LENGTH
'GBC'
(ICC-ESR 2605)
BRACE SCHEDULE
BRACE MAX LENGTH SPACING
2x4 6'-3"
3x4 10'-3" SEE ELEV
4x4 14'-6"
GBC & BRACE
SPACED @ 3'-0"
OC FOR 6'-0"-8'-0"
GABLE HT
GBC & BRACE SPACED
@ 4'-0" OC FOR
3'-0" < GABLE HT < 5'-0"
8'-0"
MAX
5'-0"
BRACE
DBL TOP
PL
WALL STUDS
TRUSS
ELEVATION
GBC & BRACE SPACED
@ 4'-0" OC FOR
3'-0" < GABLE HT < 5'-0"
A GABLE END TRUSS W/O LOOKOUT
DBL TOP PL
WALL STUDS PER PLAN
ROOF SHTG PER
PLAN & SCHED
" L "
" L/2 "
SEE SCHED BEL
2x BLKG TO MATCH
OUTLOOK DEPTH
'LTP4' (ICC-ESR 2523) TO
MATCH SPCG OF 'A35'
BELOW PER SW SCHED,
24" OC MAX
BN
EN
'H2.5A' HGR
(ICC-ESR 2613) @
EA OUTLOOK
(2) 16d TRUSS TO OUTLOOK
2x OUTLOOK @ 24" OC
MAX, SEE SCHED FOR
OUTLOOK DEPTH
DROPPED
GABLE TRUSS TO
ACCOMMODATE
OUTLOOK
(4) 16d NAILS
BRACE PER ABOVE
OUTLOOK DEPTH SCHEDULE
ROOFING DEPTH L/2
SINGLE PLY
OR
ASPHALT
SHINGLES
2x4 2'-0"
2x6 4'-0"
ALL OTHERS 2x4 2'-0"
2x6 3'-0"
A
A.1 'A35' CONN @
GABLE TRUSS
'A35' TO MATCH SW
SCHED FOR WALL BEL &
@ 24" OC, TYP EVERY
WHERE ELSE
FOR 'A35'
CONN TO TRUSS
SEE DETAIL A.1 ABOVE
BN BN
B GABLE END TRUSS W/ LOOKOUT
(2) 16d
FASCIA
PER ARCH
3'-0"
NOTE: "L/2" ASSUMES NO STUCCO @
UNDERSIDE OF EAVE
IF "L/2" > 2'-0", ADDITIONAL
TRUSS TOP CHORDS SHALL BE
DROPPED. EXTEND TO
NEAREST FULL BAY
SOFFIT
PER ARCH
EN
2x BLKG EA BRACE W/
'A34' EA END
EXT " L " TO NEAREST BAY W/
ADDITIONAL DROPPED TOP
CHOARD TRUSSES
GABLE END TRUSS
1081-03-HS24 - S421 - 23 NTS
(2) 16d TRUSS
TO OUTLOOK
2x BLKG EA BRACE
W/ 'A34' EA END
ROOF SHTG PER
PLAN & SCHED
BN
2x CONT SHAPED/BEVELED
VALLEY SLEEPER. WIDTH OF
2x TO EXTEND TO HEEL OF
RAFTER MIN
(3) 16d @ EA TRUSS OR RAFTER
BEL (OR (2) 16d @ 12" OC TO
2x BLKG BEL)
'A35' EA RAFTER
(ICC-ESR 3096)
ROOF SHTG PER PLAN &
SCHED (SHEATH PRIOR TO
ADDING OVERFRAMING)
ROOF FRMG
(TRUSS OR RAFTER)
PER PLAN
CALIFORNIA FRAMING SLEEPER
1081-03-HS24 - S421 - 24 NTS
L < 10'-0": 2x6 RAFTERS @ 24" OC
10'-0" < L < 18'-0": 2x8 RAFTERS @
24" OC
(2) 16d NAILS @ EA END
AND STGR BTWN @ 12" OC
ROOF TRUSS PER
PLAN & MFR
ROOF SHTG
PER PLAN
BN
2x SHAPED BLKG TO MATCH
TRUSS TOP CHORD DEPTH
ROOF TRUSS PER
PLAN & MFR
ROOF SHTG
PER PLAN
2x SHAPED BLKG TO MATCH
TRUSS TOP CHORD DEPTH
@ UNBLOCKED DIAPH
@ BLOCKED DIAPH
BN
BN BN
SHEATHING OVER ROOF RIDGE
1081-03-HS24 - S421 - 31 1" = 1'-0"
TRUSS TO GIRDER TRUSS
1081-03-HS24 - S421 - 32 1" = 1'-0"
BEVELED/SHAPED 2x BLKG BTWN
TRUSSES, CONN TO GIRDER
TRUSS W/ (2) 16d @ 6" OC
PLY SHTG PER
PLAN & SCHED
BN
PLY SHTG PER
PLAN & SCHED
BN
CALIFORNIA FRMG
ROOF TRUSS W/ TRUSS
HGR PER TRUSS MFR
16d @ 12" OC
TO BLKG
DRAG TRUSS
PER PLAN
TRUSS TO GIRDER TRUSS W/ WALL BELOW 1081-03-HS24 - S421 - 33 1" = 1'-0" BEVELED/SHAPED 2x BLKG
BTWN TRUSSES, CONN TO
GIRDER TRUSS W/
(2) 16d @ 6" OC
PLY SHTG PER
PLAN & SCHED
CALIFORNIA FRMG
OVER LOW ROOF
DBL TOP PL
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED, WO
EN
BN
PLY SHTG PER
PLAN & SCHED
BN
16d @ 12" OC
TO BLKG
DRAG TRUSS
PER PLAN
'A35' @ WALL PER
SW SCHED
ROOF TRUSS
PER TRUSS MFR
TRUSS INTERIOR BEARING WALL
1081-03-HS24 - S421 1" = 1'-0"
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
ROOF TRUSS PER MFR
'H1' CONN TYP, (USE
'H10A-2' @ GIRDER
TRUSS)
TRUSS BLKG DESIGNED W/
250 PLF SERVICE LEVEL
LATERAL LOAD
'A35' PER SW SCHED OR
24" OC MAX
EN
BN
ROOF SHTG PER
PLAN & SCHED
DBL TOP PL
INTERIOR DRAG TRUSS
1081-03-HS24 - S421 - 41 1" = 1'-0"
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
BEARING TRUSS PER MFRBEARING TRUSS PER MFR
DRAG TRUSS PER MFR
BN @ BLKG PLY SHTG PER
PLAN & SCHED
(2) 16d END NAILS FROM
TRUSS TO BLKG, TYP
2x BLKG EA SIDE @ 48" OC
ALONG LENGTH OF TRUSS
2x BLKG EA SIDE @ 48" OC
ALONG LENGTH OF TRUSS
BN
INTERIOR SHEAR WALL (ROOF TRUSS PARALLEL)
1081-03-HS24 - S421 - 42 1" = 1'-0" BEARING TRUSS PER MFR BEARING TRUSS PER MFR DRAG TRUSS PER MFR BN @ BLKG PLY SHTG PER
PLAN & SCHED
(2) 16d END NAILS
FROM TRUSS TO
BLKG, TYP
2x BLKG EA SIDE @ 48" OC
ALONG LENGTH OF TRUSS
2x BLKG EA SIDE @ 48" OC
ALONG LENGTH OF TRUSS
BN
EN
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
DBL TOP PL 'A35', SPCG PER
SW SCHED
TRUSS OVER NON-BEARING PARTITION
1081-03-HS24 - S421 - 43 1" = 1'-0"
1 2"
GAP TYP BOT CHORD OF
TRUSS PER MFR
'DTC' @ 30" OC
(IAPMO ER-124) CEN
NAILS IN VERT SLOT HT
NON-BEARING
PARTITION WALL
(10'-0" MAX)
2x BLKG TO MATCH
TRUSS BOT CHORD
DEPTH
TRUSS PER MFR
ROOF SHTG PER
PLAN & SCHED
PERPENDICULAR PARALLEL
(2) 16d NAILS
TRUSS TO BLKG
ROOF TRUSS PERP TO BEAM 1081-03-HS24 - S421 - 44 1" = 1'-0"
ROOF SHTG
PER PLAN
ROOF TRUSS & CONN
PER MFR
SIMP 'H1' CONNECTOR, TYP
(USE SIMP 'H10A-2' @ GIRDER TRUSS)
BN
2x BLKG W/
SIMP 'A35' @ 24" OC
SEE NOTE
DIAPH NAILING PER
PLAN & SCHED
ALT BLKG ORIENTATION
W/ BN & SIMP 'LS70'
BM PER PLAN
NOTE:
MAXIMUM HEEL HEIGHT = 13 1
4"
1x T&G PER ARCH
FALSE RAFTER
TAIL PER 14/-
BEAM TO POST CONNECTION
1081-03-HS24 - S421 - 53 1" = 1'-0"
POST PER PLAN
BEAM PER PLAN
END CONDITION MID-SPAN
WHEN BM IS NOT CONT OVER
POST PROVIDE 'ST6224'
(ICC-ESR 2105) @ BM SPLICE
2 3 8" END DISTANCE
TO FIRST NAIL, TYP
POST PER PLAN
'BC' (ICC-ESR 2604)
COL CAP
'BC' (ICC-ESR 2604)
COL CAP
ROOF TRUSS PERP TO EXTERIOR WALL
1081-03-HS24 - S421 - 13 NTS 13 1
4" MAX
EN
RAISED HEEL
TRUSS PER MFR
DBL TOP PL
WALL STUDS
PER PLAN
WALL SHTG PER
PLAN & SCHED
ROOF SHTG
PER PLAN
BN
2x BLKG
SLOPE
PER ARCH
B
A TYPICAL TRUSS HEEL (H ≤ 7 1
4")
ROOF SHTG
PER PLAN
ROOF TRUSS &
CONN PER MFR
EN
SIMP "H1" CONNECTOR,
TYP (USE SIMP "H10A-2"
@ GIRDER TRUSS)
WALL SHTG PER
PLAN & SCHED (2) SIDED WALL SHTG,
WHERE OCCURS
BN
2x BLKG W/ A35 TO MATCH SW
SCHED FOR WALL BEL & @ 24"
OC, TYP EVERY WHERE ELSE HEEL HT 'H'
DIAPH NAILING PER
PLAN & SCHED
ALT BLKG ORIENTATION
W/ BOUNDARY NAILING
& SIMP "LS70"
BN
SIMP "H1" CONN, TYP
(USE SIMP "H10A-2" @
GIRDER TRUSS)
B.1 SIMP "H1" CONNECTION @ RAISED HEEL
A.1 SIMP "H1" CONNECTION @ TYP TRUSS
WALL SHTG PER
PLAN & SCHED
EN
24" MAX
BN
ROOF SHTG
PER PLAN
FOR SIMP "H1" CONN TO
TRUSS, SEE DETAIL B.1 ABOVE
C
RAISED TRUSS HEEL (H ≤ 13 1
4")
RAISED TRUSS HEEL (13 1
4" < H ≤ 24")
SIMP 'A35' W/ SPCG PER
SW SCHED, 24" OC MIN
WALL STUDS
PER PLAN
DBL TOP PL
WALL STUDS PER PLAN
FULL HT TRUSS PANEL BLKG,
DESIGNED FOR 250 PLF
(SERVICE LVL LOADING)
RAISED HEEL
TRUSS PER MFR
SIMP 'A35' W/ SPCG PER
DBL TOP PL SW SCHED, 24" OC MIN
1x T&G PER ARCH
1x T&G PER ARCH
FALSE RAFTER
TAIL PER 14/-
1x T&G PER ARCH
FALSE RAFTER
TAIL PER 14/-
FALSE RAFTER
TAIL PER 14/-
31 42 32
53 43 33
54 44 34 24 14
23 13
52 51 41
S-421ROOF FRAMING DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S421.dwg, S421, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
TRELLIS BEAM TO POST CONNECTION
1081-03-HS24 - S422 - 34 1" = 1'-0"
DECKING
PER ARCH
SIMP 'HGA10KT' CLIP W/ (4) 14" x 1 12" SDS TO POST & (4) 1 4
"
x 3" SDS TO DBL TOP PL
SIMP 'A35' CLIP, T&B
BM PER PLAN, LAP TO POST
PER PLAN W/ (2)
1 4" x 6" SIMP
'SDS' SCREWS, STGR
DBL TOP PL EN
2x BLKG TO MATCH DEPTH
OF DECK JST PER PLAN
GYPCRETE FILL PER ARCH, WO
EN
BN
'H2.5A' TIE @ 32" OC
WALL STUDS PER PLAN
WALL STUDS PER PLAN
WALL SHTG PER
PLAN & SCHED
2x BLKG BTWN STUDS
EN TO BLKG
BN LEDGER TO BLKG
STRUT PER PLAN W/
'LUS' HGR
SILL PL W/FASTENERS PER
SW SCHED, STAGGERED
2x BLKG W/
'A35' @ 16" OC
DBL TOP PLATE BN
ROOF SHTG PER
PLAN & SCHED
EN
EN
1x T&G
PER ARCH
BN
BM PER PLAN
2x LEDGER TO MATCH DEPTH
OF RAFTER 2/ (2) 'SDS'
1 4" x 6"
SCREWS EA STUD
SLOPE PER ARCH
B
WALL SHTG
'H2.5A' CLIP @ 48" OC
'A35' CLIP @ 48" OC
SEE DETAIL
FOR INFO
NOT SHOWN
12 S-311
STRAP PER PLAN
ROOF RAFTER PER PLAN
W/ "U" HANGER
2x4 MIN @ 16"OC
CRIPPLE WALL STUDS
16d
@ 6"OC
SIMP 'SDWC x 6" LONG
TRELLIS BEAM TO POST CONNECTION
1081-03-HS24 - S422 - 33 1" = 1'-0"
ROOF SHTG
PER PLAN
DRAG TRUSS &
CONN PER MFR
EN
WALL SHTG PER
PLAN & SCHED
(2) SIDED WALL SHTG,
WHERE OCCURS
BN
2x BLKG W/ A35 TO MATCH SW
SCHED FOR WALL BEL & @ 24"
OC, TYP EVERY WHERE ELSE
HEEL HT
'H'
DIAPH NAILING PER
PLAN & SCHED
SIMP 'H1' CONN, TYP
(USE SIM 'H10A-2' @
GIRDER TRUSS)
DBL TOP PL
POST PER PLAN, WO
1x T&G PER ARCH
FALSE RAFTER
TAIL PER 14/S-421
SIMP 'A35' @
DRAG TRUSS
DECKING PER ARCH
SIMP 'HGA10KT' CLIP W/
(4)
1 4" x 1
1 2" SDS TO
POST & (4)
1 4" x 3" SDS
TO DBL TOP PL
SIMP 'A35' CLIP, T&B
BM PER PLAN, LAP TO POST PER PLAN
W/ (2)
1 4" x 6" SIMP 'SDS' SCREWS, STGR
BEAM TO BEAM CONNECTION @ TRELLIS
1081-03-HS24 - S422 - 32 1" = 1'-0"
DECKING PER ARCH
JST PER PLAN W/
SIMP 'CJT3Z'
BM PER PLAN
A
A
ROOF TRUSS PERP TO EXTERIOR WALL
1081-03-HS24 - S422 - 31 1" = 1'-0"
ROOF SHTG
PER PLAN
ROOF TRUSS & CONN
PER MFR
EN
SIMP "H1" CONNECTOR, TYP (USE
SIMP "H10A-2" @ GIRDER TRUSS)
WALL SHTG PER
PLAN & SCHED
(2) SIDED WALL SHTG, WO
BN
2x BLKG W/ "A35" TO MATCH SHEAR
WALL SCHED FOR WALL BEL & @ 24" OC,
TYP EVERY WHERE ELSE
DIAPH NAILING PER
PLAN & SCHED
ALT BLKG ORIENTATION
W/ BN & SIMP "LS70"
DBL 2x HEAD OUT
W/ SIMP "U" HGR
EA END
SIMP 'A34' EA SIDE
OF RAFTER TAIL TO
HEADOUT
ROOF RAFTERS
PER PLAN
ROOF FRAMING DETAIL
1081-03-HS24 - S422 - 24 1" = 1'-0"
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
BN
WALL STUDS PER
PLAN & SCHED
2x6 @ 16" OC MIN
EN
WALL SHTG PER
PLAN & SCHED,
TYPE 'B' MIN
SILL W/ FASTENERS
PER SHEAR WALL SCHED
ROOF SHTG PER
PLAN & SCHED
HDR PER PLAN, WO
EN
BN
2x BLKG W/ 'A35' (ICC-ESR 2523)
W/ SPCG PER SW SCHED
FRAMING BEYOND
SEE 23/- FOR MORE
INFORMATION
2x BLKG @ 48" OC
ROOF SHTG PER
PLAN & SCHED
ROOF RAFTER
PER PLAN
EN
SIMP 'SDWC' x 6" LONG
2x BLKG W/ SIMP
'A35' @ 16" OC
WALL SHTG PER
PLAN & SCHED
BN
WALL STUDS
PER PLAN
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
EXTERIOR SHEAR WALL @ ROOF
1081-03-HS24 - S422 - 23 1" = 1'-0"
1x T&G PER ARCH
EN
BM PER PLAN W/
LTP4'S @ 16" OC
3"
22°
BEAM TO POST CONNECTION @ TRELLIS
1081-03-HS24 - S422 - 22 1" = 1'-0"
DECKING PER ARCH
BM PER PLAN W/
SIMP 'CJT3Z' BM PER PLAN
POST PER PLAN
A
A
CBT4Z
'MSTC48B3' PRE-BENT
STRAP, FULLY NAILED
TO EA BM
(4) 10d NAILS
ROOF SHTG PER
PLAN & SCHED
ROOF RAFTER
PER PLAN EN
2x BLKG W/ SIMP
'A35' @ 48" OC
WALL SHTG PER
PLAN & SCHED
BN
WALL STUDS
PER PLAN
NOTE:
PLYWOOD FIELD NAILING NOT SHOWN
FOR CLARITY. REFER TO DIAPHRAGM
AND SHEAR WALL SCHEDULE
EXTERIOR SHEAR WALL @ ROOF
1081-03-HS24 - S422 - 11 1" = 1'-0"
1x T&G PER ARCH
3"
± 14"
SIMP SDWC x 6" LONG
22°
ROOF RIDGE
1081-03-HS24 - S422 - 12 1" = 1'-0"
SHAPED RIDGE BM PER
PLAN
ROOF RAFTER PER PLAN
W/ 'LRUZ' HGR TYP
'LSTA36' @ 48" OC
ROOF SHTG PER PLAN BN BN
BN
ROOF SHTG PER
PLAN & SCHED
ROOF RAFTER
PER PLAN
2x BLKG W/ SIMP "A35"
PER SHEAR WALL
SCHED, 24" OC MAX
BM PER PLAN
NOTES:
1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO
DIAPHRAGM AND SHEAR WALL SCHEDULE
2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND
CONNECTORS AT EXTERIOR CONDITION
ALT SIMP "LTP4"
OPTION TO MATCH
"A35" SPCG
PER ARCH
(2'-0" MAX)
ROOF RAFTER ABOVE BEAM 1081-03-HS24 - S422 - 13 1" = 1'-0" 1x T&G PER ARCH
3"
± 14"
SIMP SDWC x 6" LONG
22°
ROOF RAFTER TO EXTERIOR WALL (PERP)
1081-03-HS24 - S422 - 14 1" = 1'-0"
2x BLKG
BTWN STUDS
2x LEDGER TO MATCH
DEPTH OF RAFTER W/
(2)
1 4" x 6" SCREWS,
EA STUD
ROOF RAFTER PER
PLAN W/ SIMP
'LRUZ' HGR
ROOF SHTG PER
PLAN & SCHED
SLOPE PER ARCH
BN TO BLKG
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
BN SHTG
TO LEDGER
2x BLKG
BTWN STUDS
2x CONT LEDGER TO MATCH
ROOF JST DEPTH W/ (2) ROWS
OF 4
1 2" 'SDS' SCREWS EA STUD
ROOF JST PER PLAN W/
SIMP 'LUS' HGR
EN TO BLKG
WALL SHTG PER
PLAN & SCHED
WALL STUDS
PER PLAN
BN TO LEDGER
TRELLIS FRAMING TO EXTERIOR WALL
1081-03-HS24 - S422 - 21 1" = 1'-0"
DECKING PER ARCH
31 42 32
53 43 33
54 44 34 24 14
23 13
52 51 41
S-422ROOF FRAMING DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S422.dwg, S422, Jan 13, 2026 10:39am, jdlong
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1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
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No. 6488
S T
U
C
T
URA
S
L
T A T
O F
CA
L
I FOR N I A
EG I STERED
ROF
E
S
S
I
ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
22 12
21 11
B1 A1
1A
2A
3A
B1 A1
1A
2A
3A
34 S-511
34 S-511
34 S-511
HSS 4x4x14
54 S-511
F3.5
2'-0"
TYP
#5 @ 12" OC, EW
8" SOG W/
#5 @ 12" OC, EW
8" SOG W/
#5 @ 12" OC, EW
8" SOG W/
B1 A1
1A
2A
3A
B1 A1
1A
2A
3A B1 HSS COL BEL 43 S-511 B1 B1
B1
HSS 4x4x14
53 S-511 44 S-511 TYP @ CORNER POST HSS 4x4x14 53 S-511 43 S-511 TYP @ MID POST B1 B1
44 S-421HR HR
HR HR
31 S-421
CGT
CGT
RT
JT
JT
JT JT
44 S-421
44 S-421
JT
JT
44 S-421
S-501
1 TRASH ENCLOSURE ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
2 TRASH ENCLOSURE FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S501.dwg, S501, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T
U
C
T
URA
S
L
T A T
O F
C
A
L
I FOR N I A
EG I STERED
RO
F
E
S
S
I ONA L ENG I NEE
J
R
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
FOUNDATION & ROOF FRAMING PLAN NOTES
1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" COORESPONDS TO FINISHED FLOOR ELEVATION.
3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVE
6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.
7. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.
8. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-301.
9. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:
A. 18" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B. 18" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
NOTE: FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE ANCHOR BOLT HOLDOWN EMBED DEPTHS.
10. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
11. DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/-403
12. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT,
WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301
TYPICAL WOOD DETAILS S-401 - S-405
TYPICAL MASONRY DETAILS S-511
SYMBOL LEGEND
SCHEDULES
ROOF BEAM SCHEDULE
MARK SIZE REMARKS
B1 6x12
PAD FOOTING SCHEDULE
TYPE WIDTH LENGTH THICKNESS TOP REINF BOT REINF DETAIL
F3.5 3'-6" 3'-6" 2'-0" SEE NOTE 9 (6) #5, EW (6) #5 , EW 54/S-511 INDICATES FULLY GROUTED MASONRY WALL (f'm = 2,000 PSI).
TYPICAL WALL THICKNESS SHALL BE 8", UNLESS NOTED OTHERWISE ON PLAN INDICATES CONCRETE CURB. SEE PLANS AND DETAIL 33/S-311
FOR ADDITIONAL INFORMATION.
1. FOR PREFABRICATED ROOF TRUSS NOTES SEE NOTES ON SHEET S-103
PREFABRICATED ROOF TRUSS
ROOF TRUSS SCHEDULE
MARK DESCRIPTION REMARKS
RT ROOF TRUSS (COMMON)
SGT STRUCTURAL GABLE TRUSS
MT MONO PITCH TRUSS
JT JACK TRUSS
VJT VALLEY JACK TRUSS
CJT CORNER JACK TRUSS
GT GIRDER TRUSS
MGT MONO PITCH GIRDER TRUSS
DT (#*) DRAG TRUSS
CGT CALIFORNIA GIRDER TRUSS
HR HIP RAFTER / JACK RAFTER
CHT CALIFORNIA HIP TRUSS
STEEL COL @ EXTERIOR CONT FTG 1081-03-HS24 - S511 - 54 1" = 1'-0" THK "D" PER PLAN
℄ COL
le = 8" MIN
PER PLAN
3" CLR
TYP
3" CLR
TYP
BOT OF FTG
EL = PER
PLAN
EXPANSION JOINT FLATWORK BY OTHERS
COLD JOINT, CLEAN &
ROUGHEN SURFACE
TO 1
4" AMPLITUDE
STL COL PER PLAN
CONC FTG &
REINF PER PLAN
BOT REINF PER PLAN
TOP REINF PER
PLAN, WO
LINE OF CMU
WALL BEYOND
3" MIN CONC COVER
AROUND BASE PL
BASE PL OVER 1 1
2 " NON-SHRINK
GROUT, PER DETAIL 23/-
TEMPLATE 1
8" THK,
SAME SIZE AS BASE PL
TOP OF FTG
TOP OF
BASE PL
ALT LOCATION
FOR TEMPLATE
3" MIN AB PROJECTION ABV
BASE PL (CONTRACTOR TO
VERIFY TOTAL PROJECTION
PRIOR TO FTG POUR)
11 2" MIN, 2" MAX
NON-SHRINK GROUT, UNO
LEVELING
NUT
ANCHOR BOLT PROJECTION
1081-03-HS24 - S511 - 32 NTS or 3" = 1'-0"
BASE PLATE DETAIL
1081-03-HS24 - S511 - 23 NTS
11 2"
TYP
B
Z
TUBE STL OR PIPE
COL PER PLAN
11 2"
TYP 3"
TYP
A
BASE PLATE SCHEDULE
MEMBER SIZE (OD) PL THICKNESS WELD SIZE
'Z' ANCHOR SIZE
4" OR LESS 5 8" 1
4" 3 4"Ø
GREATER THAN
4" TO 6" 3 4" 1
4" 3 4"Ø
GREATER THAN
6" TO 8" 1" 5
16" 3 4"Ø
OD
COL PER PLAN
BASE PL
PER SCHED
LEVELING
AB PER SCHED NUTS
TOC
SEE DETAIL 32/-
11 2"
TYP
Z
TUBE STL OR PIPE
COL PER PLAN
3"
TYP
OD
CENTERED
OFFSET
1 2"
MIN
ELEVATION
PLAN VIEW
HIP TRUSS PER PLAN
SIMPSON "HCP"
(ICC-ESR 2551)
BM PER PLAN
SIMPSON "HCP"
(ICC-ESR 2551)
BM PER PLAN
BM PER PLAN
POST PER PLAN
HIP TRUSS PER PLAN
PIPE BELOW PER
PLAN
HIP CONNECTION @ POST BELOW 1081-03-HS24 - S511 - 44 3/4" = 1'-0"
SIMP 'ECCOLR'
TYP COL CAP 3
16 @ COL WIDTH =
BUCKET WIDTH 3
16 PIPE OR TUBE
COL PER PLAN
SIMP "CCOQ"
(ICC-ESR 2604)
COL CAP
BM PER PLAN
END CONDITION MID-SPAN
BM SPLICE, WO
2 3 8" END DISTANCE
TO FIRST NAIL, TYP
WHEN BM IS NOT CONT OVER
POST PROVIDE SIMP "ST6224"
(ICC-ESR 2105) @ BM SPLICE
(UNO ON PLANS)
PIPE OR TUBE
COL PER PLAN
SIMP "CCOQ"
(ICC-ESR 2604)
COL CAP
BEAM TO COL CONNECTION
1081-03-HS24 - S511 - 11 1" = 1'-0"
3 16
TYP
(
3 16)
@ COL WIDTH
= BUCKET WIDTH
1 2"
1 2"
℄ STL COL
1 4"
CMU WALL
PER PLAN
BASE PL 3 8" W/ 3 4" Ø THR "CFL"
NELSON STUD (ICC-ESR 2856)
10" MIN
EMBED
COL PER PLAN
END CONDITION
CORNER CONDITION
CMU WALL
PER PLAN
1 2"
1 2"
8" 3 1
2"
3 1
2"
4" MIN
TYP
℄ OF WALL,
PL, HSS &
BOLTS
EQ EQ
CENTER CONDITION
ELEVATION
8"
1 2"
TYP
CMU WALL
PER PLAN
4" MIN
TYP
EQ EQ
8"
℄ OF WALL,
PL, HSS &
BOLTS 31
2" 31
2"
℄ HSS &
PL
31 2" 31
2"
℄ HSS &
PL
31 2" 31
2"
31 2" 312"
8"
CMU WALL
PER PLAN
HSS @ CMU WALL
2575-01-CU21 - S321 - 23 1-1/2" = 1'-0"
HORIZ REINF PER 34/-
1 8" 8" 1
2" 112"
1 8" 8" 1
2"
8"
8"
11 2"
11 2"
FINISH GRADE
"d " ftg
3"
CLR
"S" toe
" hw "
0"
Ø
" C "
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
LAP SPLICE
2"
CLR
WATERPROOFING PER
CIVIL WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL DWGS
WHERE DRAINAGE NOT PROVIDED,
PROVIDE WEEP HOLES
ROUGHEN JT TO
1 4" AMPLITUDE
IF "ld" CAN'T BE ACHEIVED,
PROVIDE STD 90° HOOK
2"Ø SLOPED WEEP HOLE @ 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,
PROVIDE WIRE MESH ON BACKSIDE) 3" CLR
k
(IN) B CW
REINF
Stoe
(IN)
S heel
MAX Ø TOP BOTTOM WALL
L T L T HORIZ VERT
12 8 3'-10" 0'-6" 5'-0" 10 3'-10" 0
A.2 12 8 1'-10" 0'-6" 3'-0" 10 3'-10" 0
PERMEABLE MATERIAL
"V" REINF
"H" REINF
"T" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
CMU RETAINING WALL - WALL 'A'
1081-03-HS24 - S511 - 42 1/2" = 1'-0"
"B"
" k "
" W "
1 10
CONC KEY WHERE
SPECIFIED IN
SCHED BELOW
90° HOOK " t " key*
3"
CLR.
90° HOOK
"L" REINF, TOP
* FOR K < 2'-0" tkey = 12"
FOR K > 2'-0" tkey = 18"
#4 @ 8" OC
"S" heel
MAX
"ld"
NOTE:
OVER-EXCAVATION SHALL EXTEND TO A DISTANCE OF AT LEAST 2 FEET LATERALLY BEYOND THE WALL FOUNDATION
EDGES, TO A PROPERTY LINE OR EXISTING IMPROVEMENTS, OR A DISTANCE EQUAL TO THE DEPTH OF REMOVAL, WHICHEVER IS GREATER WHILE NOT EXTENDING PAST THE PROPERTY LINE. NATIVE MATERIALS SHALL BE OVER-EXCAVATED 36" BELOW BOTTOM OF WALL FOUNDATIONS, TO COMPETENT MATERIAL, AS NECESSARY TO REMOVE ALL EXISTING FILL MATERIAL; WHICHEVER IS GREATEST.
"db"
"6 db"
"D"
"6 db" *
"db"
"D"
135 HOOK 90 HOOK*
BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
"ldh"
"db" "db"
"4 db"
2 1
2" MIN
"D"
"D"
"12 db"
" l h"
1 2"
MIN
BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db
HOOK DEVELOPMENT LENGTH
(SEE SCHED)
FACE OF
MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR
LAP SPLICE LENGTH (ls)
HOOK
DEVELOPMENT
LENGTH (le)
Dln
#3 2'-3" 0'-5" 2 1
4 5"
#4 3'-0" 0'-7" 3 8"
#5 3'-9" 0'-9" 3 3 4 10"
#6 4'-6" 0'-10" 4 1
2 1'-0"
#7 5'-3" 0'-12" 5 1
4 1'-2"
#8 6'-0" 1'-1" 6 1'-4"
#9 6'-9" 1'-3" 9 1
2 1'-7 12"
NOTES:
1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT
SHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY
2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY
3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND
DIMENSIONED ON THE DRAWINGS
4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS
5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs
6. D = FINISHED INSIDE BEND DIAMETER
7. db = NOMINAL BAR DIAMETER
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
PER SCHED
MAX = SMALLER OF
"ls"/ 5" OR 8"
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
"db"
CLEAR
SPCG
CLEAR
SPCG
TYPICAL LAP SPLICES
STAGGERED SPLICING
FACE OF MASONRY
OR JT @ STD HOOK
2 12
TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED
1081-03-HS24 - S511 - 14 NTS
WALL
TYPE Hw
1 d ftg
t stem
(IN)
k
(IN) B CW
REINF
Stoe2 FTG TOP FTG BOTTOM WALL
TLT L HORIZ VERT
A 7'-4" 1'-3" 0'-8" 1'-0" 1'-9" 1'-9" 4'-2" #5 @ 8" #5 @ 16" #5 @ 8" #5 @ 16" #4 @ 24" #5 @ 16" 10" MIN
1. INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE ARCH/CIVIL DRAWINGS.
2. INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.
COMPACTED FILL
"W"
"hw"
0"
" t stem"
"H" REINF
LAP SPLICE
3"
CLR
"B"
EQ EQ
"T" REINF, BOT
"L" REINF, BOT
DOWEL TO MATCH SIZE &
SPCG OF VERT WALL REINF
"H" REINF
"V" REINF
(2) "H" BAR
CONT @ TOW
"C"
ROUGHEN JT TO
1 4" AMPLITUDE
CURB PER CIVIL
"d ftg"
"S toe"
SOG PER PLAN
"k"
#4 @ 8" OC
90° HOOK END
#4 @ 16" OC HORIZ
KEY REINF (2) MIN "t" KEY 3" CLR
* FOR K < 2'-0" tkey = 12"
FOR K > 2'-0" tkey = 18"
FREE-STANDING CMU WALL
1081-03-HS24 - S511 - 34 1/2" = 1'-0"
"L" REINF, TOP
"T" REINF, TOP
9 16"
CLR
16" MIN
EMBED GUARD RAIL POST
(1 1
2"Ø MIN)
BLK OUT OR CORE
FILL HOLE W/
NON-SHRINK GROUT
CMU WALL PER PLAN
PUSH REINF TO MIN CLR
DISTANCE FROM INSIDE OF
BLK @ POST LOCATIONS
DRILL 2" Ø HOLE FOR
1 1
2" Ø POST, DO NOT
CUT REINF
GUARDRAIL @ CMU WALL
1081-03-HS24 - S511 - 24 NTS
1 2"
INTERSECTION
CORNER/END
STD 90° HOOK
& ALTERNATE
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK STD 90° HOOK
TYP
BREAK SHELL FOR
FLOW OF GROUT
OPEN END BLK
PROVIDE 180° HOOK
AT SHEAR WALL
PLAN - SINGLE MAT
MASONRY WALL CORNER & INTERSECTION DETAIL
1081-03-HS24 - S511 - 21 NTS
VERTS PER PLAN
(2) VERT REINF TO
MATCH VERT WALL
REINF SIZE (#5 MIN)
(2) VERT REINF TO
MATCH VERT WALL
REINF SIZE (#5 MIN)
31 21
42 32
53 43
54 44 34 24 14
23 S-511TRASH ENCLOSURE DETAILS
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Structural\ConDocs\Sheet-Files\1081-03-HS24 - S511.dwg, S511, Jan 13, 2026 10:40am, jdlong
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
01/13/2026
1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
2 PLAN CHECK 1 01/17/25
3 SPECIFICATION
UPDATES 01/13/26
" "
0"
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGE
NOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO 14" AMPLITUDE
PERMEABLE MATERIAL
TOE-LESS CMU RETAINING WALL
1081-03-HS24 - S512 - 14 1/2" 1'-0"
"W"
3"
CLR
BOT "T" REINF
BOT "L" REINF
"d " g
LAP SPLICE
LAP SPLICE
TYP
3"
CLR
90 HOOK
EA END
" "
FOR K 2'-0" e 12"
FOR K > 2'-0" e 18"
WALL
TYPE
H
S ee
MAX
S
oe
MIN d
g
s em
(IN) K CW
REINF
TOP BOTTOM WALL
T L T L HORIZ VERT
B.4 8'-8" 3'-10" 10 0 1'-3" 8 1'-0" 3'-7" 4'-3" 4 8" 4 8" 4 8" 4 8" 4 24" 5 16" 4 16" OC HORIZ
KEY REINF (2) MIN
" " e
" S " HEEL
MAX
"C"
2 H BARS TOW
NOTE
OVER-EXCAVATION SHALL EXTEND TO A DISTANCE OF AT LEAST 2 FEET LATERALLY BEYOND THE WALL FOUNDATION EDGES, TO A PROPERTY LINE OR EXISTING IMPROVEMENTS, OR A DISTANCE E UAL TO THE DEPTH OF REMOVAL, WHICHEVER IS GREATER WHILE NOT EXTENDING PAST THE PROPERTY LINE. NATIVE MATERIALS SHALL BE OVER-EXCAVATED 36" BELOW BOTTOM OF WALL FOUNDATIONS, TO COMPETENT MATERIAL, AS NECESSARY TO REMOVE ALL EXISTING FILL MATERIAL WHICHEVER IS GREATEST.
FINISH GRADE
"S" oe
"V" REINF
"H" REINF
4 8" OC
TOP "L" REINF
TOP "T" REINF
2" SLOPED WEEP HOLE 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN
SOILS REPORT (IF NO DRAINAGE
BEHIND WALL, PROVIDE WIRE MESH
ON BACKSIDE)
DOWEL TO MATCH SIZE &
SPCG OF VERT WALL REINF
CONC KEY WHERE SPECIFIED
IN SCHED BELOW
TOE-LESS CMU RETAINING WALL
1081-03-HS24 - S512 - 12 1/2" 1'-0"
FOR K 2'-0" e 12"
FOR K > 2'-0" e 18"
WALL
TYPE
H
S ee
MAX
S
oe
MIN d
g
s em
(IN) KCW
REINF
TOP BOTTOM WALL
T L T L HORIZ VERT
B.5 2'-8" 2'-0" 10 0 1'-3" 8 0'-6" 1'-1" 1'-9" 4 8" 4 8" 4 8" 4 8" 4 24" 5 16" NOTE
OVER-EXCAVATION SHALL EXTEND TO A DISTANCE OF AT LEAST 2 FEET LATERALLY BEYOND THE WALL FOUNDATION EDGES, TO A PROPERTY LINE OR EXISTING IMPROVEMENTS, OR A DISTANCE E UAL TO THE DEPTH OF REMOVAL, WHICHEVER IS GREATER WHILE NOT EXTENDING PAST THE PROPERTY LINE. NATIVE MATERIALS SHALL BE OVER-EXCAVATED 36" BELOW BOTTOM OF WALL FOUNDATIONS, TO COMPETENT MATERIAL, AS NECESSARY TO REMOVE ALL EXISTING FILL MATERIAL WHICHEVER IS GREATEST.
FINISH GRADE
" "
0"
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGE
NOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO 14" AMPLITUDE
PERMEABLE MATERIAL
"V" REINF
"H" REINF
"W"
3"
CLR
BOT "T" REINF
BOT "L" REINF
"S" oe
"d " g
LAP SPLICE
LAP SPLICE
TYP
3"
CLR
90 HOOK
EA END
4 8" OC
CONC KEY WHERE SPECIFIED
IN SCHED BELOW
" "
4 16" OC HORIZ
KEY REINF (2) MIN
" " e
" S " HEEL
MAX
1 2" CLR FROM IF
OF CMU TO VERT BAR (2) BARS CONT TOW
3'-0"
MAX
" " s em
WROUGHT IRON FENCE PER
24/S-511
TOP "L" REINF
TOP "T" REINF
1 1 2" SLOPED WEEP HOLE 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN
SOILS REPORT (IF NO DRAINAGE
BEHIND WALL, PROVIDE WIRE MESH
ON BACKSIDE)
"C"
DOWEL TO MATCH SIZE &
SPCG OF VERT WALL REINF
FINISH GRADE
" "
0"
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGE
NOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO 14" AMPLITUDE
PERMEABLE MATERIAL
"V" REINF
"H" REINF
HEEL-LESS CMU RETAINING WALL
1081-03-HS24 - S512 - 12 1/2" 1'-0"
"W"
3"
CLR
BOT "T" REINF
BOT "L" REINF
"S" oe
"d " g
LAP SPLICE
LAP SPLICE
TYP
3"
CLR
90 HOOK
EA END
4 8" OC
CONC KEY WHERE SPECIFIED
IN SCHED BELOW
" " FOR K 2'-0" e 12"
FOR K > 2'-0" e 18"
WALL
TYPE
H
S ee
MAX
S
oe
MIN d
g
s em
(IN) KBW
REINF
TOP BOTTOM WALL
T L T L HORIZ VERT
B.1 2'-8" 2'-4" 10 0 1'-3" 8 0'-6" 1'-8" 2'-4" 4 8" 4 8" 4 8" 4 8" 4 24" 5 16" 4 16" OC HORIZ
KEY REINF (2) MIN
" " e
" S " HEEL
MAX
1 2" CLR FROM IF
OF CMU TO VERT BAR (2) BARS CONT TOW
3'-0"
MAX
" " s em
WROUGHT IRON FENCE PER
24/S-511
TOP "L" REINF
TOP "T" REINF 1 1
2" SLOPED WEEP HOLE 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,
PROVIDE WIRE MESH ON BACKSIDE)
"B"
DOWEL TO MATCH SIZE &
SPCG OF VERT WALL REINF
NOTE
OVER-EXCAVATION SHALL EXTEND TO A DISTANCE OF AT LEAST 2 FEET LATERALLY BEYOND THE WALL FOUNDATION EDGES, TO A PROPERTY LINE OR EXISTING IMPROVEMENTS, OR A DISTANCE E UAL TO THE DEPTH OF REMOVAL, WHICHEVER IS GREATER WHILE NOT EXTENDING PAST THE PROPERTY LINE. NATIVE MATERIALS SHALL BE OVER-EXCAVATED 36" BELOW BOTTOM OF WALL FOUNDATIONS, TO COMPETENT MATERIAL, AS NECESSARY TO REMOVE ALL EXISTING FILL MATERIAL WHICHEVER IS GREATEST.
FINISH GRADE
" "
0"
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGE
NOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO 14" AMPLITUDE
PERMEABLE MATERIAL
"V" REINF
"H" REINF
HEEL-LESS CMU RETAINING WALL
1081-03-HS24 - S512 - 14 1/2" 1'-0"
"W"
3"
CLR
BOT "T" REINF
BOT "L" REINF
"S" oe
"d " g
LAP SPLICE
LAP SPLICE
TYP
3"
CLR
90 HOOK
EA END
4 8" OC
CONC KEY WHERE SPECIFIED
IN SCHED BELOW
" " FOR K 2'-0" e 12"
FOR K > 2'-0" e 18"
WALL
TYPE
H
S ee
MAX
S
oe
MIN d
g
s em
(IN) K BW
REINF
TOP BOTTOM WALL
T L T L HORIZ VERT
B.2 10'-0" 3'-10" 10 0 1'-3" 8 1'-0" 5'-6" 6'-2" 4 8" 4 8" 4 8" 4 8" 4 24" 4 8" B.3 7'-4" 0'-10" 10 0 1'-3" 8 1'-0" 3'-6" 4'-2" 4 8" 4 8" 4 8" 4 8" 4 24" 5 16" 4 16" OC HORIZ
KEY REINF (2) MIN
" " e
" S " HEEL
MAX
TOP "L" REINF
TOP "T" REINF
2" SLOPED WEEP HOLE 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,
PROVIDE WIRE MESH ON BACKSIDE)
"B"
2 H BARS TOW
DOWEL TO MATCH SIZE &
SPCG OF VERT WALL REINF
NOTE
OVER-EXCAVATION SHALL EXTEND TO A DISTANCE OF AT LEAST 2 FEET LATERALLY BEYOND THE WALL FOUNDATION EDGES, TO A PROPERTY LINE OR EXISTING IMPROVEMENTS, OR A DISTANCE E UAL TO THE DEPTH OF REMOVAL, WHICHEVER IS GREATER WHILE NOT EXTENDING PAST THE PROPERTY LINE. NATIVE MATERIALS SHALL BE OVER-EXCAVATED 36" BELOW BOTTOM OF WALL FOUNDATIONS, TO COMPETENT MATERIAL, AS NECESSARY TO REMOVE ALL EXISTING FILL MATERIAL WHICHEVER IS GREATEST.
31 42 32 22
53 43
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PROJECT MANAGER
DRAWN BY
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1081-03-HS24
DATE
RRM DESIGN GROUP COPYRIGHT 2026.
RRM IS A CALIFORNIA CORPORATION
NO. REVISION DATE ARNEILL ROAD AFFORDABLE HOUSING 276 & 268 ARNEILL ROAD CAMARILLO, CA 93010 1 REVISIONS 12/19/24
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
CONSULTANT
AGENCY
BIDDING SET rrmdesign.com | (805) 543-1794
J. LONG
J. MEADOWS
J. MEADOWS
E
R
P
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No. 6488
S T
U
C
T
URA
S
L
T A T
O F
CA
L
I
FOR N I A
EG I STERED
ROF
E
S
S
I ONA L ENG I NEE
JR
ESS ICA
M
.
MEADOWS
2 PLAN CHECK 1 01/17/25 3 SPECIFICATION
UPDATES 01/13/26
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52 33
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33 rrmdesign.com |(805) 543-1794
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
m echan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24
2 PLAN CHECK 1 01/17/25
BIDDING SET
M-001GENERAL NOTES, ABBREVIATIONS AND LEGENDS
GENERAL NOTES SPECIFICATIONS
HVAC ABBREVIATIONS
HVAC LEGEND
SYMBOL DESCRIPTION ABBREVIATION
rrmdesign.com |(805) 543-1794
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
mechan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24
2 PLAN CHECK 1 01/17/25
BIDDING SET
M-002DETAILS & SCHEDULES
WALL MOUNTED FAN COIL 52
SIDE VIEW
FRONT VIEW
2X STUD FRAMING 16"OC - TYPICAL
OUTLINE OF FAN COIL
FACTORY MOUNTING PLATE 2X
BLOCKING
1/4"X1-1/2" LAG BOLT THRU
PRE-CUT MFG MOUNTING PLATE
FAN COIL SLIDE-LOCKED
TYPICAL
TO FACTORY MOUNTING
PLATE
MIN. 4" CLEARANCE
BELOW CEILING
NO SCALE
WALL MOUNTED CONDENSING UNIT NO SCALE
2 3/ " LA SCREW THRU CROSS
BAR. MINIMUM 2" EMBEDMENT-TYP
CONDENSING
UNIT
EXTERIOR WOOD STUD WALL
'RECTORSEAL' #WBB300 WALL BRACKET FOR SIDE DISCHARGE DX CONDENSING UNIT 4 3/ " LA SCREW THRU BRACKET
ARM. MINIMUM 2" EMBEDMENT-TYP
53 System No. F-C-8014
SECTION A-A
SYSTEM TESTED WITH A PRESSURE DIFFERENTIAL OF 2.5 PA BETWEEN THE EXPOSED AND THE UNEXPOSED SURFACES WITH THE HIGHER PRESSURE ON THE EXPOSED SIDE.
1. FLOOR CEILING ASSEMBLY THE 1 HR FIRE-RATED WOOD JOIST FLOOR-CEILING ASSEMBLY
SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW:
A. FLOOR SYSTEM LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN INDIVIDUAL FLOOR-CEILING DESIGN.
MAX DIAM OF FLOOR OPENING IS 3 IN. (76 MM).
B. JOISTS NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH END FIRESTOPPED.
C. GYPSUM BOARD* NOM 5/8 IN. (16 MM) THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF OPENINGS IS 3 IN. (76 MM).
2. CHASE WALL (OPTIONAL) - THE THROUGH PENETRANT (ITEM 3) MAY BE ROUTED THROUGH A 1 HR FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE
WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS NOM 2 BY 6 IN. (51 BY 152 MM) OR DOUBLE NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER STUDS.
B. SOLE PLATE NOM 2 BY 6 IN. (51 BY 152 MM) OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED.
C. TOP PLATE THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. (51 BY 152 MM) OR TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENINGS IS 3 IN. (76 MM).
D. GYPSUM BOARD* THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN.
3. THROUGH-PENETRANTS PIPES, CONDUITS, TUBING AND CABLES TO BE BUNDLED AND CENTERED IN THE OPENING. THE SPACE BETWEEN PENETRANTS AND THE PERIPHERY OF THE OPENING SHALL BE MIN 1/4 IN. TO MAX 3/4 IN. (6 TO 19 MM). PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY.
A. METALLIC PIPES A MAX OF TWO METALLIC PIPES, CONDUITS OR TUBING, (ONE 3/4 IN. DIAM AND ONE 1/2 IN. DIAM) TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:
A1 STEEL PIPE NOM 3/4 IN 19 MM DIAM OR SMALLER SCHEDULE 5 OR HEAVIER STEEL PIPE A2. CONDUIT NOM 3/4 IN. (19 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT.
A3. COPPER TUBING NOM 3/4 IN. (19 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
A4 COPPER PIPE NOM 3/4 IN 19 MM DIAM OR SMALLER RE ULAR OR HEAVIER COPPER PIPE B. NONMETALLIC PIPES A MAX OF ONE NONMETALLIC PIPE TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED:
B1. POLYVINYL CHLORIDE (PVC) PIPE NOM 1/2 IN. (13 MM) DIAM (OR SMALLER) SCHEDULE 40
SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
B2. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM 1/2 IN. (13 MM) DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
C. CABLES A MAX OF TWO 4/C NO. 18 AWG (OR SMALLER) THERMOSTAT CABLES WITH PVC INSULATION AND PVC/NYLON JACKETING MATERIAL.
D. TUBE INSULATION PLASTIC+ NOM 1/2 IN. (13 MM) THICK ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING.
TUBE INSULATION TO BE INSTALLED ON A MAX OF ONE METALLIC PIPE OR TUBING. SEE PLASTICS+ (QMFZ2) CATEGORY IN THE PLASTICS RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.
4. FILL, VOID OR CAVITY MATERIAL* SEALANT MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE.
MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH THE BOTTOM SURFACE OF THE CEILING OR LOWER TOP PLATE.
A
A
1A 2B
2A 3
4 1B
1D
4 2C
2A
CLASSI F IED
Classified by
UUnderwriters Laboratories, Inc.
to UL 1479
ANSI/UL1479 (ASTM E814)
F R Hr
T R Hr
REFRIGERANT PIPING THRU RATED FLOOR 44 NO SCALE
System No. W-L-8110
SECTION A-A
A
A
C
CLASSI F IED
Classified by
Underwriters Laboratories, Inc.
to UL 1479 and CAN/ULC-S115
US ANSI/UL1479 (ASTM E814)
F R d Hr S I
T R Hr
1. WALL ASSEMBLY THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL
BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED WITHIN THE INDIVIDUAL U300, U400, V400 OR W400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCORPORATE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED MAX 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* NOM 5/8 IN. (16 MM) THICK GYPSUM BOARD AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING 5 IN. (127 MM).
THE HOURLY F, FH RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY RATING OF THE WALL IN WHICH IT IS INSTALLED.
2. AIR CONDITIONING (AC) LINE SETS AC LINE SET CONSISTS OF MAX TWO PIPES OR TUBES (ITEM 2A), TUBING INSULATION (ITEM 2B) AND A THERMOSTAT CABLE (ITEM 2C). THE AC LINE SETS SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY.
A. METALLIC PENETRANTS A MAX OF TWO PIPES OR TUBES TO BE INSTALLED IN EACH AC LINE SET. THE FOLLOWING TYPES AND SIZES OF THROUGH PENETRANTS MAY BE USED:
1. STEEL PIPE NOM 3/4 IN. (19 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.
2 IRON PIPE NOM 3/4 IN 19 MM DIAM OR SMALLER CAST OR DUCTILE IRON PIPE
3. COPPER PIPE NOM 3/4 IN. (19 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
4. COPPER TUBE NOM 3/4 IN. (19 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.
B. TUBE INSULATION - PLASTICS# NOM 1 IN. (25 MM) THICK ACRYLONITRILE
BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. THE TUBE INSULATION MAY BE INSTALLED ON ONE MAX 3/4 IN. (19 MM) DIAM PIPE OR TUBE IN EACH AC LINE SET. THE SPACE BETWEEN THE INSULATED AND UNINSULATED PIPES OR TUBES WITHIN EACH AC LINE SET SHALL BE 0 IN. (POINT CONTACT).
SEE PLASTICS# (QMFZ2) CATEGORY IN THE PLASTICS RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 945VA MAY BE USED.
C. CABLE ONE 4 PAIR NO. 18 AWG (OR SMALLER) THERMOSTAT CABLE WITH POLYVINYL
CHLORIDE (PVC) INSULATION AND JACKET MATERIALS MAY BE INSTALLED WITH EACH AC LINE SET.
3. FIRESTOP DEVICE* FIRESTOP DEVICE CONSISTS OF A CORRUGATED STEEL TUBE WITH FLANGES AND GASKETING MATERIAL. DEVICE SLID INTO WALL SUCH THAT ENDS PROJECT AN EQUAL DISTANCE FROM THE APPROXIMATE CENTERLINE OF THE WALL ASSEMBLY. DEVICE
FLANGES ARE SPUN CLOCKWISE ONTO DEVICE THREADS, OVER GASKETING MATERIAL BUTTING TIGHTLY TO BOTH SIDES OF WALL. THE ANNULAR SPACE BETWEEN THE DEVICE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (25 MM).
HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC CFS SL SK 4" FIRESTOP SLEEVE
4. FILL, VOID OR CAVITY MATERIAL* - PLUG NOM 4 IN. (102 MM) PLUG SIZED FOR THE FIRESTOP DEVICE (ITEM 3) FRICTION FIT WITHIN THE SLEEVE FLUSH WITH THE END OF THE SLEEVE ON BOTH SIDES OF THE WALL ASSEMBLY. PLUG CUT TO FIT AROUND THE LINE SET AND INSTALLED TIGHTLY WITHIN THE SLEEVE.
HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC CFS PL FIRESTOP PLU 4 2A 2B
3 2A
2B
4 1A
1B
4 3
2C 2A
REFRIGERANT PIPING THRU RATED WALL 34 NO SCALE
DIFFUSER/GRILLE CONNECTION NO SCALE
FRAMING 4 SIDES
WITH #8 SHEET METAL SCREWS
STANDARD RADIUS METAL ELBOW
FLEXIBLE DUCT
32 1- 1 / 2" WIDE x16g G.S.M.
STRAPPING - PROVIDE
MAX
ONE HANGER EVERY 10'
SHEET METAL COLLAR
FLEXIBLE DUCT
ALTERNATE
CONNECTION
AT LOW CEILING
RIGID SPIRAL DUCT
REGISTER OR GRILLE
GSM REGISTER CAN
FLEXIBLE DUCTING SHALL BE NO MORE THAN 5' IN LENGTH
AND SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OF FITTINGS FLEXIBLE DUCT SUPPORT 31 NO SCALE
1- 1 / 2" WIDE x16g G.S.M.
STRAPPING
4'-0" MAX SPACING
1 / 2" MAX ALLOWABLE
SAG PER FOOT OF
SUPPORT BRACING
TO STRUCTURE
1 - 1 / 2" MIN
FLEXIBLE DUCTING SHALL BE NO MORE THAN 5' IN LENGTH AND
SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OF FITTINGS
REFRIGERANT PIPE SUPPORT 51 NO SCALE
1/4" THREADED ROD
TO STRUCTURE ABOVE
REFRIGERANT LINE SET WITH ARMAFLEX INSULATION, PIPE GUIDE CLAMP, & SHIELD B-LINE B22 CHANNEL
10" MAXIMUM BELOW
STRUCTURE ABOVE
SYMBOL MFG MODEL STYLE POWER RPM NOTES "W.C.
E.S.P.
(LBS)
WEIGHT
SUPPLY FAN SCHEDULE
SONES CFM
NOTES:
LOCATION (BHP)
WATTS
(dBA) HP
SYMBOL MFG MODEL CFM ESP POWER NOTES WEIGHT
(LBS.)
OUTDOOR HEAT PUMP
NET HEATING @ 47F
SYMBOL MFG
MBTU
TOT. COOLING
MODEL
SEER2 MBTU HSPF
WEIGHT MCA NOTES MCOP
(AMPS) (LBS) POWER
EER2
MCA
FLA
MOCP
(AMPS)
COP
MOTOR
OUTPUT FLA
SPLIT DX HVAC SCHEDULE (RESIDENTIAL)
INDOOR FAN COIL
MATHING
INDOOR
UNIT
OAI
CFM
NOTES:
SYMBOL MFG MODEL CFM ESP POWER NOTES WEIGHT
(LBS.)
OUTDOOR HEAT PUMP
NET HEATING @ 47F
SYMBOL MFG
MBTU
TOT. COOLING
MODEL
SEER2 MBTU HSPF2
WEIGHT MCA NOTES MCOP
(AMPS) (LBS) POWER
EER2
MCA
FLA
MOCP
(AMPS)
COP
MOTOR
OUTPUT FLA
SPLIT DX HVAC SCHEDULE (NONRESIDENTIAL)
INDOOR FAN COIL
MATHING
INDOOR
UNIT
OAI
CFM
NOTES:
LOCATION
SYMBOL MFG MODEL STYLE POWER RPM NOTES "W.C.
E.S.P.
(LBS)
WEIGHT
EXHAUST FAN SCHEDULE
SONES
CFM
MAX
CFM
MIN
NOTES:
LOCATION (BHP)
WATTS
(dBA) HP
LEGEND SYMBOL MFG MODEL BORDER CONST. FINISH OBD NOTES SIZE NECK
NOTES:
AIR TERMINAL SCHEDULE
NO SCALE
ROOF JACK
VENT PIPE OR
'T' TOP FLASHING
ROOF DECK
ROOF
STANDARD G.S.M.
SCREEN 1/4" MESH BIRD
EXHAUST DUCT
54 DRYER EXHAUST TERMINATION 41 NO SCALE
PREFABRICATED INSULATED
CURB WITH TREATED
WOOD NAILER
SEAL CONNECTION
WATERTIGHT
STAINLESS STEEL CLAMP
CONE FLASHING
OVERSIZED
GALVANIZED COVER
TWO PIECE GALV.
COUNTER FLASHING
AND CURB.
ROOF STRUCTURE
INSULATION
PROVIDE 2" CLEAR OPENING TO
ALLOW FOR MOVEMENT
SLOPE
LONG RADIUS ELBOW
TYPICAL x2
NO SCREEN OR CAP
RIGID ROUND CLOTHES DRYER
EXHAUST DUCT FROM BELOW, REFER
TO MFG'S INSTALLATION GUIDELINES
FOR RISE & RUN DUCTING LIMITATIONS
SEE PLAN FOR SIZES
USE LONG-VENT DRYER MODEL
BACKDRAFT DAMPER
8"MIN
CAPABLE OF 60' LINEAR FEET PLUS 5 ELBOWS
MAX. DRYER VENT LENGTH PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
NOTE:
EXHAUST DUCT FOR TYPE I DRYERS SHALL
COMPLY WITH SECTION 504.4.2 CMC.
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M-003ENERGY COMPLIANCE DOCUMENTS
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M-004ENERGY COMPLIANCE DOCUMENTS
W D
UP
UP
1 2
4 5
6 A
A
B
B
C
C
D
D
E
E
F
F
3 2.5
UNIT PATIO UNIT PATIO UNIT PATIO
ELEC.
WH COMMUNITY ROOM
LAUNDRY
RR
PRIVATE
OFFICE
PRIVATE
OFFICE
OFFICE
HALLWAY
PRIVATE
OFFICE
UNIT 100
TYPE 1B
UNIT 102
TYPE 1B
UNIT 104
TYPE 2A
UNIT 106
TYPE 2A
ELEC.
E
PRIVATE
OFFICE
PRIVATE
UP
UP
1 6
A B C D E F
UNIT 200
TYPE 1C
UNIT 202
TYPE 1C
UNIT 200
TYPE 1D
UNIT 202
TYPE 1A
UNIT 204
TYPE 1A
A B C D E F
2 4
5 3
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REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
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BIDDING SET
M-101FLOOR PLAN
1 / 8 " = 1 ' - 0 "
GROUND FLOOR PLAN
1 / 8 " = 1 ' - 0 "
SECOND FLOOR PLAN
REFERENCE NOTES
FIRE RATED PENETRATIONS
HVAC LEGEND
SYMBOL DESCRIPTION ABBREVIATION
LEGEND
NOTES:
AIR TERMINAL
1 24
55 6
ABCDEF
3 2.5
ABCDEF
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M-102ROOF PLAN
1 / 8 " = 1 ' - 0 "
ROOF PLAN
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P-001GENERAL NOTES,
ABBREVIATIONS AND LEGENDS
GENERAL NOTES SPECIFICATIONS
CPVC SAFETY NOTES
PLUMBING ABBREVIATIONS
PLUMBING LEGEND
SYMBOL DESCRIPTION ABBREVIATION
SPECIFICATIONS
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BIDDING SET
P-002DETAILS & SCHEDULES
DCW RISER 54 NO SCALE
BUTTERFLY VALVE OR GATE
VALVE IN CONCRETE VALVE BOX
FINISHED
WOOD STUD WALL INTERIOR
EXTERIOR FINISH
5'-0" APPROXIMATE
GRADE
FLUSH WITH
CONCRETE
WHERE OCCURS
NO SCALE
DISHWASHER AIR GAP 44
COVER
CHROME CAP
COUNTER TOP
1" AIR GAP
KITCHEN
SINK
DISHWASHER
HOSE TO
SINK
TRAP
AIR GAP
DISHWASHER
DRAIN HOSE
LISTED AIRGAPS SHALL BE INSTALLED WITH
THE FLOOD-LEVEL (FL) MARKING AT OR
ABOVE THE FLOOD LEVEL OF THE SINK OR
DRAINBOARD, WHICHEVER IS
HIGHER.
SYMBOL MANUFACTURER MODEL
EXPANSION TANK SCHEDULE
CAPACITY
TANK DIAMETER HEIGHT WEIGHT NOTES NOTES:
FACTOR
ACCEPTANCE
FIXTURE ROUGH IN SIZES DESCRIPTION
HW CW W V
PLUMBING FIXTURE SCHEDULE
SYMBOL NOTES
NOTES:
System No. F-C-1009
1. FLOOR-CEILING ASSEMBLY THE 1 OR 2 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST
FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE RATING OF THE FLOOR-CEILING ASSEMBLY. THE GENERAL CONSTRUCTION FEATURES OF THE FLOOR-CEILING ASSEMBLY ARE SUMMARIZED BELOW:
A. FLOORING SYSTEM LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. DIAM OF OPENING TO BE MAX 1 IN. (25 MM) LARGER THAN DIAM OF PIPE. AS AN ALTERNATE, THE OPENING MAY BE SQUARE-CUT WITH A MAX DIMENSION 1 IN. (25 MM) GREATER THAN THE DIAM OF THE PIPE.
B. WOOD JOISTS* NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C. FURRING CHANNELS (NOT SHOWN) AS REQUIRED ) RESILIENT GALVANIZED STEEL FURRING INSTALLED IN ACCORDANCE WITH THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES DESIGNS IN THE FIRE RESISTANCE DIRECTORY.
D. GYPSUM BOARD* THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. DIAM OF OPENING TO BE MAX 1 IN. (25 MM) LARGER THAN DIAM OF PIPE.
2. CHASE WALL (OPTIONAL) - THE THROUGH PENETRANT (ITEM 3) MAY BE ROUTED THROUGH A 1 OR 2 HR FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL HAVING A FIRE RATING CONSISTENT WITH THAT OF THE FLOOR-CEILING ASSEMBLY. DEPTH OF CHASE WALL TO BE MIN 1 IN. GREATER THAN THE DIAMETER OF THE THROUGH PENETRANT.
THE CHASE WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR DOUBLE NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER STUDS. NOM 2 BY 4 IN. (51 BY 102 MM) STUDS ARE ALLOWED FOR THROUGH-PENETRANTS (ITEM 3) NOT EXCEEDING NOM 2 IN. (51 MM) DIAM.
B. SOLE PLATE NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF OPENING IS TO BE MAX 1 IN. (925 MM) LARGER THAN DIAM OF PIPE. AS AN ALTERNATE, THE OPENING MAY BE SQUARE-CUT WITH A MAX DIMENSION 1 IN. (25 MM) GREATER THAN THE DIAM OF THE PIPE. PLATES MAY BE DISCONTINUOUS OVER OPENING, TERMINATING AT TWO OPPOSING EDGES OF OPENING. MAX LENGTH OF DISCONTINUITY TO BE 1 IN. (25 MM) GREATER THAN DIAM OF THROUGH PENETRANT.
C. TOP PLATE THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF OPENING IS TO BE MAX 1 IN. (25 MM) LARGER THAN DIAM OF PIPE. AS AN ALTERNATE, THE OPENING MAY BE SQUARE-CUT WITH A MAX DIMENSION 1 IN. (25 MM) GREATER THAN THE DIAM OF THE PIPE. PLATES MAY BE DISCONTINUOUS OVER OPENING, TERMINATING AT TWO OPPOSING EDGES OF OPENING. MAX LENGTH OF DISCONTINUITY TO BE 1 IN. (25 MM) GREATER THAN DIAM OF THROUGH PENETRANT.
D. STEEL PLATE WHEN LUMBER PLATES ARE DISCONTINUOUS, NOM 1-1/2 IN. (38 MM) WIDE NO. 20 GAUGE (OR HEAVIER) GALV STEEL PLATES SHALL BE INSTALLED TO CONNECT EACH DISCONTINUOUS LUMBER PLATE AND TO PROVIDE A FORM FOR THE FILL MATERIAL. STEEL PLATES SIZED TO LAP 2 IN. (51 MM) ONTO EACH DISCONTINUOUS LUMBER PLATE AND SECURED TO LUMBER PLATES WITH STEEL SCREWS OR NAILS.
E. GYPSUM BOARD* THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN.
3. THROUGH PENETRANTS ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. THE ANNULAR SPACE WITHIN THE FIRESTOP SYSTEM SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (25 MM). THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED:
A. STEEL PIPE NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE NOM 4 IN 102 MM DIAM OR SMALLER CAST OR DUCTILE IRON PIPE C. CONDUIT NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT.
D. COPPER TUBING NOM (102 MM) 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
E. COPPER PIPE NOM (102 MM) 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
4. FILL, VOID OR CAVITY MATERIAL* SEALANT MIN 3/4 IN. (19 MM) THICKNESS OF FILL
MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH THE TOP SURFACE OF THE FLOOR OR THE SOLE PLATE. MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR LOWER TOP PLATE.
HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC CP601S CFS S SIL CP606 FS ONE SEALANT OR FS-ONE MAX INTUMESCENT SEALANT (NOTE: L RATINGS APPLY ONLY WHEN FS-ONE SEALANT IS USED.)
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
SECTION A-A
3 A
4 A
4 2C
2A
1A
2D
1D
2B
1B
3 C
CLASSI F IED
Classified by
Underwriters Laboratories, Inc.
to UL 1479 and CAN/ULC-S115
US
ANSI/UL1479 (ASTM E814)
F R d Hr S I
T R 4 Hr
L R A A L T CFM
L R A 4 F 4 CFM
NO SCALE
METALLIC PIPING THRU RATED FLOOR 43
NON-METALLIC PIPING THRU RATED FLOOR 52 NO SCALE
A A
1. FLOOR-CEILING ASSEMBLY THE FIRE-RATED SOLID OR TRUSSED LUMBER JOIST
FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. THE GENERAL CONSTRUCTION DETAILS OF THE FLOOR-CEILING ASSEMBLY ARE SUMMARIZED BELOW:
A. FLOORING SYSTEM LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4 IN. (102 MM).
B. WOOD JOISTS NOM 2 BY 10 IN. (51 BY 254 MM) LUMBER JOISTS SPACED 16 IN. (406 MM) OC WITH NOM 1 BY 3 IN. (25 BY 76 MM) LUMBER BRIDGING AND WITH ENDS FIRESTOPPED. AS AN ALTERNATE TO LUMBER JOISTS, NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED WITH ENDS FIRESTOPPED.
C. FURRING CHANNELS (NOT SHOWN) RESILIENT GALV STEEL FURRING INSTALLED PERPENDICULAR TO WOOD JOISTS (ITEM 1B) BETWEEN WALLBOARD (ITEM 1D) AND WOOD JOISTS AS REQUIRED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
D. GYPSUM BOARD* NOM 4 FT (122 CM) WIDE BY 5/8 IN. (16 MM) THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
2. CHASE WALL THE THROUGH PENETRANT (ITEM NO. 3) SHALL BE ROUTED THROUGH A
SINGLE, DOUBLE OR STAGGERED WOOD STUDS/GYPSUM BOARD CHASE WALL AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A STUDS NOM 2 B 4 IN 51 B 102 MM OR NOM 2 B 6 IN 51 B 152 MM LUMBER STUDS B. SOLE PLATE NOM 2 BY 4 IN. (51 BY 102 MM) OR 2 BY 6 IN. (51 BY 152 MM) LUMBER PLATES.
MAX DIAM OF OPENING IS 4 IN. (102 MM) WHEN NOM 3 IN. (76 MM) DIAM PENETRANTS ARE USED. MAX DIAM OF OPENING IS 3 IN. (76 MM) WHEN NOM 2 IN. (51 MM) OR SMALLER DIAM PENETRANTS ARE USED.
C. TOP PLATE THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN. (51 BY 102 MM) OR 2 BY 6 IN. (51 BY 152 MM) LUMBER PLATES. MAX DIAM OF OPENING IS 4 IN. (102 MM) WHEN NOM 3 IN. (76 MM) DIAM PENETRANTS ARE USED. MAX DIAM OF OPENING IS 3 IN. (76 MM) WHEN NOM 2 IN. DIAM PENETRANTS ARE USED.
C PSUM BOARD MIN 1/2 IN 13 MM RATED OR NON RATED PSUM BOARD E. STEEL STRAPS (NOT SHOWN) STEEL STRAPS TO BE USED WHEN TOP AND SOLE
PLATES ARE DISCONTINUOUS AND SHALL MEET THE STRUCTURAL REQUIREMENTS OF THE WALL. MIN 1-1/2 IN. (38 MM) WIDE BY 20 GAUGE (OR HEAVIER) GALVANIZED STEEL STRAPS
USED TO BRIDGE OPENING ON BOTH SIDES OF WALL AT SOLE PLATE WHEN SOLE PLATE IS DISCONTINUOUS AT OPENING IN PLYWOOD FLOOR. STEEL STRAPS TO BE CUT TO OVERLAP A MIN OF 2 IN. (51 MM) ONTO SOLE PLATE ON EACH SIDE OF OPENING AND SECURED TO SOLE
PLATE WITH A MIN OF TWO NAILS OR SCREWS ON EACH SIDE OF OPENING ON BOTH SIDES OF WALL. MIN 3 IN. (76 MM) WIDE BY 20 GAUGE (OR HEAVIER) GALVANIZED STEEL STRAPS
USED TO BRIDGE OPENING ON BOTH SIDES OF WALL AT DOUBLE TOP PLATE WHEN TOP PLATE IS DISCONTINUOUS AT OPENING. STEEL STRAPS TO BE CUT TO OVERLAP A MIN OF 2 IN. (51 MM) ONTO TOP PLATE ON EACH SIDE OF OPENING AND SECURED TO TOP PLATES WITH A MIN OF TWO NAILS OR SCREWS ON EACH SIDE OF OPENING ON BOTH SIDES OF WALL.
3. THROUGH PENETRANTS ONE NONMETALLIC PIPE TO BE INSTALLED EITHER ECCENTRICALLY OR CONCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE THROUGH PENETRANT AND THE PERIPHERY OF THE OPENING SHALL BE A MIN 0 IN. (POINT CONTACT) TO A MAX OF 5/8 IN.(16 MM) PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED.
A. POLYVINYL CHLORIDE (PVC) PIPE NOM 3 IN. (76 MM) DIAM (OR SMALLER) SCHEDULE 40
SOLID OR CELLULAR CORE PVC FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM 3 IN. (76 MM) DIAM (OR SMALLER) SDR13.5 CPVC FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE NOM 3 IN. (76 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE OR CELLULAR-CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.
D. ELECTRICAL NONMETALLIC TUBING (ENT+) NOM 2 IN. (51 MM) DIAM (OR SMALLER)
CORRUGATED-WALL ELECTRICAL NONMETALLIC TUBING (ENT) CONSTRUCTED OF POLYVINYL
CHLORIDE (PVC) AND INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).
SEE ELECTRICAL NONMETALLIC TUBING (FKHU) CATEGORY IN THE ELECTRICAL CONSTRUCTION MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS.
WHEN FS-ONE MAX SEALANT IS USED, THE T RATING IS 0 HR. WHEN FS-ONE SEALANT IS USED, THE T RATINGS ARE 3/4 HOUR FOR PVC AND CPVC PIPE AND 1 HOUR FOR ABS PIPE AND ENT.
4. FILL, VOID OR CAVITY MATERIAL* - SEALANT MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE. MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF LOWER TOP PLATE. AT POINT CONTACT LOCATION, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT BOTTOM SURFACE OF LOWER TOP PLATE. IN ADDITION, AT TOP OF FLOOR, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE POINT CONTACT LOCATION AT TOP OF SOLE PLATE OR SUBFLOOR.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS-ONE SEALANT OR FS-ONE-MAX
INTUMESCENT SEALANT
1A
1B
1D
2A
2B
2C
2D
3 4
4 4
4 CLAS
SI F IED
to UL 1479
UL SYSTEM NO. F-C-2389
F-RATING = 1-HR
T-RATING = 0-HR., 3/4-HR., 1-HR.(SEE ITEM 3)
PLASTIC PIPE THROUGH WOOD FLOOR/CEILING ASSEMBLY
System No. W-L-2474
SECTION A-A
A
F Ratings - 1 and 2 Hr (See Item 1) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating at 400 F - 4 CFM/Sq Ft
1. WALL ASSEMBLY THE FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400, V400 OR W400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE CONSTRUCTION FEATURES NOTED BELOW:
A. STUDS WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED MAX 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* NOM 5/8 IN. (16 MM) THICK GYPSUM BOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING SHALL BE 1 IN. (25 MM) LARGER THAN THE NOM PIPE DIAM.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.
2. THROUGH PENETRANTS ONE NONMETALLIC PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO A MAX 1/2 IN. (13 MM).
THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED:
A. POLYVINYL CHLORIDE (PVC) PIPE NOM 2 IN. (51 MM) DIAM (OR SMALLER) CELLULAR OR SOLID CORE SCHEDULE 40 (OR HEAVIER) PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
C. CROSSLINKED POLYETHYLENE (PEX) TUBING NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
D. RIGID NONMETALLIC CONDUIT (RNC)+ NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). 3 FILL VOID OR CAVIT MATERIAL SEALANT MIN 5/ IN 16 MM THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT POINT CONTACT LOCATION, A MIN 5/8 IN. (16 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL.
HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC FS ONE SEALANT *BEARING THE UL CLASSIFICATION MARK
+ BEARING THE UL LISTING MARK
A
1 3 2 4
NON-METALLIC PIPING THRU RATED WALL 33 NO SCALE
DOMESTIC WATER SERVICE
UTILITY LINE SIZING
TOTAL
WSFU TOTALGPM FLUSHTYPE METERSIZE SERVICE SIZE
SANITARY SEWER
REQUIRED
RESIDUAL PRESSURE PRESSURE FRICTION
AVAIL
LOSS
PSI/100'
FRICTION
LOSS
METER LOSSBFP LOSSGRAVITY
LENGTH
(Lx1.25)
DEVELOPED
LOSS LOSS STREET MISC.
TOTAL
DFU SEWER
SLOPE
BUILDING PIPE
SIZE
STORM DRAIN SIZING
SYMBOL MANUFACTURER MODEL NOTES MAX
FLOW
DOMESTIC WATER SUBMETER SCHEDULE
SIZE WEIGHT
NOTES:
MATERIAL TYPE MIN
FLOW
SYMBOL MANUFACTURER MODEL
HOT WATER CIRCULATION PUMP SCHEDULE
RPM GPM HEAD
MOTOR DATA
POWER
WEIGHT
WATTS
NOTES:
NOTES
CONNECTIONS
SUCTION DISCHARGE
HOT WATER STORAGE TANK SCHEDULE
NOTES (LBS)
WEIGHT SYMBOL MFG GALLONS MODELSTORAGE NOTES:
NOTES (LBS)
WEIGHT SYMBOL MFG UEF POWER
HEAT PUMP WATER HEATER SCHEDULE
(AMPS)
MOCP COP MCA MODELHEAT PUMP NOTES:
NOTES WEIGHT
SHIPPING SYMBOL MANUFACTURER MODEL POWER CAPACITY
(GAL)
ELECTRIC WATER HEATER SCHEDULE
NOTES:
RECOVERY
WATTAGE
ELEMENT ENERGY
FACTOR DIMENSIONS
QUANTITY
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RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
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mechan ical
e ng i ne e r i ng
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M24058
1 REVISIONS 12/19/24
2 PLAN CHECK 1 01/17/25
BIDDING SET
P-003DETAILS
NO SCALE
TYPICAL LAUNDRY STANDPIPE 13
TYPICAL PIPING SUPPORT NO SCALE
1"
3/4"
2"
1"
1-1/2"
6 FT.
6 FT.
6 FT.
10 FT.
6 FT.
4 FT.
4 FT.
4 FT.
4 FT.
4 FT.
8 FT.
10 FT.
8 FT.
10 FT.
10 FT.
ROD CLIP ANGLE WITH WOOD SCREWS THROUGH
CENTER OF JOIST
PIPE SHIELD WHEN INSULATION IS REQUIRED
& MORE THAN 12" BELOW SUPPORT STRUCTURE
ONL RE UIRED IF PIPE IS LAR ER THAN 3/4"
SEISMIC BRACING EVERY 40'-0" O.C.; 1-5/8" ANGLE IRON MAX. LENGTH 6'
JOIST - TYPICAL
1-5/8" UNISTRUT
UNISTRUT PIPE
1/4" X 1-1/2" 'HILTI' 1/4" X 1" LAG
HDI DROP IN ANCHOR W/ 1" MINIMUM
12 CMU OR CONCRETE
UNISTRUT PIPE
1-5/8" UNISTRUT
BOLT - TYPICAL 2
2X FRAMING
SIZE DWV/SCH. 40 IRON
MAXIMUM HANGER SPACING
PIPE COPPER PLASTIC SCH. 40
1/2" 6 FT. 4 FT. 6 FT.
WATER, WASTE, AND VENT
-
-
-
-
1-1/2" 3/8"
2" 3/8" 10 FT. 10 FT. 10 FT. 4 FT. 10 FT.
MIN. HANGER
ROD SIZE
1"
PIPE
SIZE
3/4"
1/2"
1"
1/4"
1/4"
3/8"
1/4"
CAST IRON
WATER AND WASTE
STD.
10 FT.
COPPER
6 FT.
6 FT.
6 FT.
6 FT.
6 FT.
8 FT.
6 FT.
8 FT.
SCH. 40
STEEL
10 FT.
10 FT.
DWV/SCH. 40
PLASTIC
4 FT.
4 FT.
4 FT.
4 FT.
4 FT.
SCH. 40
6 FT.
8 FT.
10 FT.
10 FT.
8 FT.
NOTE: LONGITUDINAL BRACINGS AT 80'-0" O.C. MAXIMUM UNLESS OTHERWISE NOTED
INSULATION (IF REQUIRED)
SPLIT RING HANGER(COATED FOR COPPER PIPES)
BRACED PER THE UNISTRUT SEISMIC
BRACING CATALOGUE (SBS-4)
PIPING SHALL BE SUPPORTED AND
CLAMP - TYPICAL
STRUCTURE EMBEDMENT
CLAMP - TYPICAL
STRUCTURE
NAT. GAS
NAT. GAS
MAXIMUM HANGER SPACING
WASTE PIPING
SEE PLAN
VENT PIPING, SEE
PLAN
WOOD FRAMING, TYP.
SLAB OR FLOOR
'P' TRAP
REFER TO
SPECIFICATIONS
FOR PIPING
MATERIALS &
SPECIALTIES.
TYPICAL
6"MIN
TO 18"MAX
18"MIN TO 30"MAX
WASTE
WASHER BOX
WALL CLEANOUT
SANITARY TEE
VENT THROUGH ROOF NO SCALE
SHEET METAL FLASHING
ROOF ASSEMBLY
SEALED BY ROOFING CONTRACTOR
24" MIN. FROM ANY WALL OR
VERTICAL SURFACE
21 6" MINIMUM
CONDENSATE DRAIN CONNECTION 22 NO SCALE
DRAIN PIPING
TYPE 'L' COPPER CONDENSATE
TAILPIECE W/ CONDENSATE
TO TRAP WATER LEVEL
MAINTAIN MIN. 1" AIR GAP
SWEAT CONNECTION
TRAP WATER LEVEL
FLOOR
WALL
WATER STOP COCK
System No. W-L-1054
SECTION A-A
A
A
1A
3 2 1B
ANSI/UL1479 (ASTM E814) CAN/ULC S115
F R d Hr S I d F R d Hr S I d
T R Hr FT R Hr
L R A L T CFM FH R d Hr S I d
L R 4 F L T CFM FTH R Hr
L R A L T CFM
L R 4 F L T CFM
1. WALL ASSEMBLY THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY
SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.
WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 2-1/2 IN. (64 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC. WHEN
STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY,
THE OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW-ATTACHED TO THE STEEL STUDS AT EACH END.
THE FRAMED OPENING IN THE WALL SHALL BE 4 TO 6 IN. (102 TO 152 MM) WIDER AND 4 TO 6 IN. (102 TO 152 MM) HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS INSTALLED IN THE OPENING, A 2 TO 3 IN. (51 TO 76 MM) CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND THE FRAMING ON ALL FOUR SIDES.
B. GYPSUM BOARD* 5/8 IN. (16 MM) THICK, 4 FT (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 32-1/4 IN. (819 MM) FOR STEEL STUD WALLS. MAX DIAM OF OPENING IS 14-1/2 IN. (368 MM) FOR WOOD STUD WALLS.
THE F AND FH RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY.
2. THROUGH-PENETRANTS ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 IN. TO MAX 2-1/4 IN. (57 MM). PIPE MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:
A. STEEL PIPE NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE NOM 30 IN 762 MM DIAM OR SMALLER CAST OR DUCTILE IRON PIPE C. CONDUIT NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 6 IN. (152 MM) . DIAM STEEL CONDUIT.
D. COPPER TUBING NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
E. COPPER PIPE NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. FILL, VOID OR CAVITY MATERIAL* SEALANT MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PIPE AND WALL, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE WALL INTERFACE ON BOTH SURFACES OF WALL.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS-ONE SEALANT OR FS-ONE MAX
INTUMESCENT SEALANT
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
METALLIC PIPING THRU RATED WALL 24 NO SCALECLEAN OUT TO GRADE 14 NO SCALE WYE
1/8" BEND
15" SQUARE CONCRETE
2"
SLAB 6" THICK
FINISH GRADE
COUNTERSUNK PLUG
FLOW
TRAP SEAL PRIMER 33 NO SCALE
1/2" FULL PORT BRASS SHUT-OFF
1/2" TRAP PRIMER SUPPLY
DOMESTIC COLD
WATER SUPPLY LINE
MAX SI E 1 1/2"
VALVE MIN. 12" A.F.F. FOR EACH 20' DEVELOPED
LENGTH OF PRIMER PIPING. PROVIDE ACCESS
INSTALL PPP MODEL P-2 TRAP PRIMER VALVE
DOOR AS REQUIRED
TRAP PRIMER VALVE WITH INTEGRAL VACUUM BREAKER-MOUNT MIN.12"
DISTRIBUTION BOX
1/2" TYPE 'K' COPPER TRAP PRIMER PIPING
FLOOR DRAIN OR SINK
SLAB
FINISHED FLOOR
SLEEVE TROUGH SLAB
ABOVE TRAP WATER LEVEL
SEE PLAN
12"X12" HINGED ACCESS DOOR
VALVE - SEE SPECIFICATIONS
FIXTURE 'P' TRAP
TYPX2
UNLESS OTHERWISE NOTED, ALL
VALVES AND FITTINGS SHALL BE
LINE SIZE. USE BELL REDUCERS
WHERE REQUIRED
STORAGE TANK ANCHORAGE:
PROVIDE 1-1/2" 16g GSM STRAP FASTEN TO STRUCTURE
WITH 3/ " X1 1/2" LAB BOLTS STRAPPIN SHALL BE
LOCATED WITHIN THE UPPER 1/3 AND LOWER 1/32 OF
THE UNIT'S VERTICAL DIMENSION. MAINTAIN MIN. 4"
ABOVE CONTROLS WITH STRAPS
PROVIDE 3/4" TYPE L COPPER P&T
DRAIN AND CONDENSATE DRAIN LINE
TO FLOOR SINK. TERMINATE 1"
ABOVE FLOOR SINK FLOOD RIM.
SLOPE 1/8" PER FOOT TOWARD
OUTLET
EXPANSION
TANK
STORAGE
TANK #1
STORAGE
TANK #2
LOOP
TANK
SINGLE-PASS
HEAT PUMP
WATER HEATER
RECIRC
PUMP
THERMISTER
IMMERSION
WELL
3/4"HWR
2"HW 150 F
2"HW 2"HW
2"CW
3/4"HWR
3/4"HW
2"CW
2"CW
1"CW
MIXING
VALVE
AQUASTAT
PRESSURE/TEMPERATURE
RELIEFVALVE TERMINATE
TO FLOOR SINK
DRAIN BIBB FOR
DELIMING(TYP)
STRAINER
2"HW 120 F
CENTRAL HOT WATER HEATING PIPING SCHEMATIC
PROVIDE 18" LENGTH OF TYPE 'L'
COPPER PIPE DOWNSTREAM OF MIXING
VALVE FOR FUTURE INSTALLATION OF
TEMPERATE MONITORING PROBE 3/4"HWR
3/4"HWR
AUTOMATIC AIR RELIEF
VALVE. INSTALL IN
ACCESSIBLE LOCATION ON
MIN. 12" TALL RISER
51 3/4"HWR
3/4"HW
1"HWR
1"HW
HEAT PUMP
TERMINATE TO FLOOR SINK
3/4"CD
3/4"CD
3/4"CD
3/4"CD
NO SCALE
HEAT PUMP CONDENSATE SCHEMATIC 32
NO SCALE
FASTEN TO STRUCTURE WITH
STRAPPING SHALL BE LOCATED
1/4" X 1-1/2" LAG BOLTS
1-1/2" WIDE 20g. GSM STRAP-TYP
WITHIN THE UPPER 1/3 & LOWER
1/3 OF THE UNIT'S VERTICAL
DIMENSION. MAINTAIN MIN. 4"
ABOVE CONTROLS W/ STRAPS
1/2"HW(TYP)
CONDENSATE TO DRYWELL 34 NO SCALE
CAST IRON COVER MARKED
'CONDENSATE'
6" X 5" DEEP CAST
CONCRETE SLAB
PRECAST CHRISTY BOX (#G5)
CONDENSATE DRAIN PIPING
2" MINIMUM AIR GAP
12" EXTENSION RING(#G5X12)
TYPICAL x2
GRAVEL FILL, MINIMUM 18"
DEEP
12"MIN
CONDENSATE TO DRYWELL 42 NO SCALE
CONDENSATE TO DRYWELL
SEE DETAIL 34, THIS SHEET
WOOD STUD WALL INTERIOR
EXTERIOR FINISH
TYPE 'L' COPPER
TYPE 'K' COPPER
3/4" TO 2" REDUCER
1" MINIMUM AIR GAP
UNIT 202
TYPE 1A
UNIT PATIO
UNIT 102
TYPE 1B
UNIT 202
TYPE 1C
UNIT PATIO
UNIT 104
TYPE 2A
UNIT 200
TYPE 1D
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DATE
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AGENCY ARNEILL ROAD AFFORDABLE HOUSING
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RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
mechan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24
2 PLAN CHECK 1 01/17/25
BIDDING SET
P-100ENLARGED UNIT PLANS
ENLARGED UNIT TYPE 1A
1 / 4 " = 1 ' - 0 " 1 ENLARGED UNIT TYPE 1B1 / 4 " = 1 ' - 0 " 2 ENLARGED UNIT TYPE 1C
1 / 4 " = 1 ' - 0 " 3
ENLARGED UNIT TYPE 1D
1 / 4 " = 1 ' - 0 " 4 ENLARGED UNIT TYPE 2A1 / 4 " = 1 ' - 0 " 5
REFERENCE NOTES
PLUMBING LEGEND
FIRE RATED PENETRATIONS
BRANCH LINE SIZING
W D
UP
UP
1 2
4 5
6 A
A
B
B
C
C
D
D
E
E
F
F
3 2.5
UNIT PATIO UNIT PATIO UNIT PATIO
ELEC.
WH COMMUNITY ROOM
LAUNDRY
RR
PRIVATE
OFFICE
PRIVATE
OFFICE
OFFICE
HALLWAY
PRIVATE
OFFICE
UNIT 100
TYPE 1B
UNIT 102
TYPE 1B
UNIT 104
TYPE 2A
UNIT 106
TYPE 2A
ELEC.
UP
UP
1 6
A B C D E F
UNIT 200
TYPE 1C
UNIT 202
TYPE 1C
UNIT 200
TYPE 1D
UNIT 202
TYPE 1A
UNIT 204
TYPE 1A
A B C D E F
2 4
5 3
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PROJECT MANAGER
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DATE
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SHEET
CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
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RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
mechan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24
2 PLAN CHECK 1 01/17/25
BIDDING SET
P-101FLOOR PLAN (WATER)
1 / 8 " = 1 ' - 0 "
GROUND FLOOR PLAN (WATER)
1 / 8 " = 1 ' - 0 "
SECOND FLOOR PLAN (WATER)
REFERENCE NOTES
PLUMBING LEGEND
FIRE RATED PENETRATIONS
BRANCH LINE SIZING
W D
UP
UP
1 2
4 5
6 A
A
B
B
C
C
D
D
E
E
F
F
3 2.5
UNIT PATIO UNIT PATIO UNIT PATIO
ELEC.
WH COMMUNITY ROOM
LAUNDRY
RR
PRIVATE
OFFICE
PRIVATE
OFFICE
OFFICE
HALLWAY
PRIVATE
OFFICE
UNIT 100
TYPE 1B
UNIT 102
TYPE 1B
UNIT 104
TYPE 2A
UNIT 106
TYPE 2A
ELEC.
UP
UP
1 6
A B C D E F
UNIT 200
TYPE 1C
UNIT 202
TYPE 1C
UNIT 200
TYPE 1D
UNIT 202
TYPE 1A
UNIT 204
TYPE 1A
A B C D E F
2 4
5 3
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NO. REVISION DATE
PROJECT MANAGER
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DATE
PROJECT NUMBER
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CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
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RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
mechan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24
2 PLAN CHECK 1 01/17/25
BIDDING SET
P-201FLOOR PLAN (WASTE & VENT)
1 / 8 " = 1 ' - 0 "
GROUND FLOOR PLAN (WASTE & VENT)
1 / 8 " = 1 ' - 0 "
SECOND FLOOR PLAN (WASTE & VENT)
REFERENCE NOTES
PLUMBING LEGEND
FIRE RATED PENETRATIONS
BRANCH LINE SIZING
1 24
55 6
ABCDEF
3 2.5
ABCDEF
rrmdesign.com |(805) 543-1794
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
mechan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24 2 PLAN CHECK 1 01/17/25
BIDDING SET
P-202ROOF PLAN (WASTE & VENT)
1 / 8 " = 1 ' - 0 "
ROOF PLAN (WASTE & VENT)
LEVEL 01 LEVEL 01
LEVEL 02 LEVEL 02
ROOF ROOF
CLEAN OUT
201
CLEAN OUT
201
201
201
202
202
202
202
CLEAN OUT
102 101
102
101 103
102
102 102 101
203
203 204
204 204 203
101 101
203
CLEAN OUT
rrmdesign.com |(805) 543-1794
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
m echan ical
e ng i n e e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24 2 PLAN CHECK 1 01/17/25
BIDDING SET
P-301WASTE RISER DIAGRAMS
WASTE RISER DIAGRAMS
SEE SHEET P-302 FOR
CONTINUATION
LEVEL 01 LEVEL 01
LEVEL 02 LEVEL 02
ROOF ROOF
103 103
103
104
205
205 205
103
204
CLEAN OUT
104
CLEAN OUT
104
205
CLEAN OUT
104
104
rrmdesign.com |(805) 543-1794
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.
MeTRICS
7 W FIGUEROA STREET, SUITE 200
SANTA BARBARA, CA 93101
PHONE: 805.770.7820
WWW.METRICSMECH.COM
mechan ical
e ng i ne e r i ng
01/17/2025
M24058
1 REVISIONS 12/19/24 2 PLAN CHECK 1 01/17/25
BIDDING SET
P-302WASTE RISER DIAGRAMS
WASTE RISER DIAGRAMS
SEE SHEET P-301 FOR
CONTINUATION
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-001_ELECTRICAL GENERAL NOTES.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL GENERAL NOTES
E-001
CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS
1. PVC SCHEDULE 40 OR 80 - underground/below slab with GRS elbows and risers tape wrapped.
2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff.
3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage.
REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONDUITS SHALL BE MINIMUM 1/2" UNLESS OTHERWISE NOTED, 3/4" FOR ALL HOME RUN CONDUITS AND WHERE ROUTED BELOW SLAB OR UNDERGROUND. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310.6.
1. PROVIDE ALL WORK AND MATERIAL REQUIRED FOR A COMPLETE AND OPERATING FIRE ALARM SYSTEM. WORK SHALL INCLUDE (BUT NOT BE LIMITED TO):
A. SHOP DRAWINGS
B. SUBMITTAL FOR APPROVAL
C. COMPLETE INSTALLATION AND TESTING
D. SYSTEM TRAINING FOR OWNER'S REPRESENTATIVE
E. WARRANTY
2. SUBMIT A SEPARATE SET OF DETAILED FIRE ALARM PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS INCLUDING BUT NOT NECESSARILY LIMITED TO:
A. CSFM LISTING #'S AND MANUFACTURER MODEL #'S FOR EVERY SYSTEM COMPONENT WHICH IS TO BE INTERCONNECTED AS A PART OF THIS PROJECT.
B. SINGLE LINE, RISER AND POINT TO POINT WIRING DIAGRAMS INCLUDING BATTERY AND VOLTAGE DROP CALCULATIONS FOR THE ENTIRE SYSTEM.
C. INDICATION OF CONDUCTOR TYPE(S), POWER-LIMITED OR NON-POWER-LIMITED SYSTEM.
D. SCALED ELEVATION OF REMOTE GRAPHIC ANNUNCIATOR PANEL AT ENTRY. (IF REQUIRED).
E. LIST OF PROPOSED ZONES FOR ALL INITIATING DEVICES.
F. MATRIX OF SYSTEM OPERATION.
G. INFORMATION AS REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE CODE(S) AND GAIN APPROVAL OF AUTHORITY(IES) HAVING JURISDICTION.
FIRE ALARM SYSTEM INSTALLATION SHALL NOT BEGIN UNTIL SEPARATE PERMIT HAS BEEN
OBTAINED AND ALL OF THE ABOVE HAS BEEN ACCEPTED AND SIGNED BY THE AUTHORITY(IES) HAVING JURISDICTION AND THE ARCHITECT. AFTER CONSTRUCTION, PROVIDE ACCURATE FIELD RECORD DRAWINGS TO OWNER.
3. AS A MINIMUM, UNLESS OTHERWISE NOTED, FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH BATTERY BACKUP, 4 ZONES AND 1 SIGNAL CIRCUIT WITH PROVISIONS FOR FUTURE EXPANSION. PROVIDE WITH DIALER (DACT) AND CONNECT TO COMMUNICATIONS SYSTEM WITH (2) DEDICATED VOICE LINES AS REQUIRED TO SEND SEPARATE AND DISTINCT SIGNALS (AS REQUIRED BY THE FIRE DEPARTMENT) TO AN APPROVED CENTRAL STATION. FIRE SPRINKLER
RISER WATER FLOW AND / OR VALVE TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED BY
THE SPRINKLER SYSTEM CONTRACTOR, AND WIRED BACK TO THE FACP BY THE FIRE ALARM CONTRACTOR. COORDINATE FOR PROPER VOLTAGE. ALL FIRE ALARM COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED.
4. DUCT SMOKE DETECTORS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. DETECTOR POWER AND SUPERVISORY WIRING AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. MECHANICAL UNIT CONTROL (SHUTDOWN UPON DETECTOR ALARM) WIRING AND CONNECTIONS SHALL BE MADE BY MECHANICAL CONTRACTOR.
5. UNLESS COMPLYING WITH ONE OF THE EXCEPTIONS IN SECTION 907.2.9.1, DUE TO THIS BUILDING/SPACE BEING A R-2 OCCUPANCY, AN APPROVED MANUAL, AUTOMATIC, OR MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BE PROVIDED (CBC 907.2) ADDITIONAL CONDUIT REQUIREMENTS.
- ROMEX FOR RESIDENTIAL
SPACES BETWEEN PANEL
AND DEVICES ONLY.
- MC CABLES FOR COMMON
LIGHTS AND POWER
EQUIPMENT.
- PVC UNDERGROUND TO EACH
RESIDENTIAL UNIT PANEL
AND COMM CABINET.
- EMT TO HOUSE PANEL IF
ROUTED OVERHEAD.
- EMT FOR PHOTOVOLTAIC AND
WEATHERHEAD
- GRS FOR ANY EXPOSED AT
EXTERIOR WALLS
1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH
CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING
JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:
A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.
B. AMERICANS WITH DISABILITIES ACT (ADA).
2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES
HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.
3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE
INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.
4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX)
+46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX) +48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)
+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX) THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.
CALIFORNIA BUILDING CODE 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS:
[1136A.1] RECEPTACLE HEIGHTS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30-AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15
INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR
AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE.
RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE
PROVIDED THAT COMPARABLE RECEPTACLES OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS:
a. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT.
b. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS.
c. BASEBOARD ELECTRICAL OUTLETS USED IN A RELOCATABLE PARTITIONS, WINDOW WALLS
OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS.
5. THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY
DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP.
[1136A.2] SWITCH AND CONTROL HEIGHTS: CONTROLS OR SWITCHES INTENDED TO BE USED BY
THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,
APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX OR NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN
OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH A CONTROL OR SWITCH.
SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE
PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS:
APPLIANCES (E.G. KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS, AND SIMILAR APPLIANCES WHICH HAVE CONTROLS LOCATED ON THE APPLIANCES.
BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN
BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN.
6. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY
LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS
TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).
GENERAL NOTES
COMMUNICATION PLAN NOTES
SMOKE ALARM SYSTEMS NOTES
FIRE ALARM SYSTEM NOTES
A. SIGNAL AND COMMUNICATIONS SYSTEMS RACEWAYS AND BOXES: PROVIDE AND INSTALL 5" SQUARE RECESSED JUNCTION BOX WITH 1-GANG RING. RUN 1-1/4" CONDUIT STUB TO
ACCESSIBLE CEILING SPACE ABOVE OR UNDER FLOOR SPACE BELOW AS APPLICABLE AT EACH
WALL TELEVISION AND DATA OUTLET LOCATION SHOWN ON THE PLANS UNLESS OTHERWISE NOTED.
WHERE NO ACCESSIBLE CEILING SPACE EXISTS, EC SHALL RUN (1) 1" CONDUIT FROM EACH
OUTLET (FLOOR OR WALL) TO TELEPHONE TERMINAL BOARD, OR TO NEAREST PRIMARY PATHWAY.
BEFORE CONSTRUCTION, COORDINATE AND VERIFY ALL DATA AND TELEPHONE LOCATIONS WITH OWNER OR ARCHITECT.
B. TELEVISION PREWIRE: EACH TELEVISION OUTLET SHOWN ON THE PLANS SHALL HAVE A FACEPLATE WITH "F" CONNECTOR AND AN RG6U (WITH QUAD SHIELD) COAXIAL CABLE HOMERUN PREWIRED TO THE CATV TERMINAL BOARD UNLESS OTHERWISE NOTED. LABEL AND LEAVE ADEQUATE SLACK FOR UTILITY CONNECTION.
C. DATA WIRING: EACH VOICE/DATA OUTLET LOCATION SHOWN ON THE PLANS SHALL HAVE (2) 4 PAIR, 24 GAUGE, CATEGORY 6, UTP CABLES HOMERUN TO THE TELEPHONE TERMINAL BOARD UNLESS OTHERWISE NOTED. TERMINATE EACH CABLE AT BOTH ENDS WITH OWNER APPROVED JACK. VERIFY SYSTEM REQUIREMENTS WITH OWNER OR ARCHITECT PRIOR TO CONSTRUCTION.
LABEL EACH JACK, FACEPLATE, AND CABLE PER OWNER APPROVED LABELING SCHEME.
D. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE
FIELD VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.
E. ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS PLANS.
LIGHTING PLAN NOTES
A. NIGHT LIGHT "NL" DESIGNATED LUMINAIRES IN INTERIOR LOCATIONS SHALL HAVE THE DRIVER CONTINUOUSLY ENERGIZED. LUMINAIRES IN EXTERIOR LOCATIONS SHALL BE AUTOMATICALLY CONTROLLED TO BE ON FROM DUSK TO DAWN.
B. LIGHTING FIXTURE LOCATIONS SHOWN ARE SCHEMATIC. REFER TO ARCHITECTURAL PLANS (REFLECTED CEILING, ELEVATIONS, ETC.) FOR EXACT LOCATIONS AND MOUNTING HEIGHTS PRIOR TO ROUGH-IN.
C. REFER TO ARCHITECT'S REFLECTED CEILING PLAN(S) FOR CEILING HEIGHTS, TYPES, FINISHES, ETC. IN EACH AREA. VERIFY FLANGE TYPES, TRIM KITS, STEM LENGTHS, ETC. FOR ALL FIXTURES PRIOR TO SUBMITTALS.
D. CONFIRM LOCATION OF ALL DOORS SWINGS WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN OF SWITCHES.
E. PROVIDE UNSWITCHED HOT LEG OF ROOM LIGHTING BRANCH CIRCUIT TO EACH BATTERY POWERED EMERGENCY LIGHT AND EXIT SIGN FOR CONTINUOUS CHARGING.
F. OUTDOOR LIGHTING FOR RESIDENTIAL UNIT PRIVATE PATIOS, ENTRANCES, BALCONIES, AND
PORCHES SHALL BE CONTROLLED BY A MANUAL ON/OFF SWITCH THAT PERMITS THE AUTOMATIC ACTIONS OF AN ASTRONOMICAL TIME CLOCK PER CEnC 150.0(k)3Bi.
LIGHTING CONTROL GENERAL NOTES
A. CONTRACTOR TO PROVIDE COMPLETE MANUFACTURERS SHOP DRAWINGS SPECIFIC TO THIS PROJECT FOR THE INTERIOR AND EXTERIOR LIGHTING CONTROL SYSTEM.
B. VERIFY OCCUPANCY SETTING FOR EACH TYPE OF ROOM WITH OWNER AND ADJUST AS DIRECTED BY OWNER.
C. VERIFY EACH RELAY PROGRAMMING WITH OWNER AND PROGRAM EACH AS DIRECTED BY OWNER.
D. PROVIDE OWNER IN SERVICE TRAINING FOR LIGHTING CONTROL SYSTEM.
E. WHERE MULTIPLE CHANNEL CONTROLS HAVE BEEN PROVIDED IN A ROOM OR SPACE, VERIFY
FIXTURE ZONING REQUIREMENTS WITH OWNER PRIOR TO PRODUCING SHOP DRAWINGS AND INSTALLATION.
F. FOR CLARIFICATION ALL REQUIRED LOW VOLTAGE CONTROL DEVICES AND CABLING MAY HAVE
NOT BEEN SHOWN, CONTRACTOR TO PROVIDE ALL LOW VOLTAGE DEVICES AND CABLING AS REQUIRED TO MAKE CONTROL SYSTEMS FULLY FUNCTIONAL.
MECHANICAL SYSTEMS
1. MECHANICAL UNIT CONDUITS: TO PREVENT DAMAGE DUE TO VIBRATION, BOTH POWER AND
CONTROL WIRING CONDUITS FEEDING EXTERIOR MECHANICAL UNITS SHALL BE PROVIDED AND
INSTALLED BY ELECTRICAL CONTRACTOR WITH LIQUID TIGHT FLEXIBLE TYPE AT FINAL
CONNECTION TO UNIT AND BETWEEN ROOF JACK AND DISCONNECT SWITCH WHERE DISCONNECT IS MOUNTED ON UNIT.
2. MECHANICAL CONTROLS ROUGH-IN: PROVIDE AND INSTALL J-BOX, RING AND CONDUIT (SIZE ALL
AS REQUIRED) FROM EACH MECHANICAL CONTROLS LOCATION TO CONTROLLED MECHANICAL UNITS.
3. T-STAT J-BOXES: PROVIDE AND INSTALL 4" SQUARE JUNCTION BOX WITH 1-GANG RING AND 1/2" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE AT EACH THERMOSTAT LOCATION.
4. EXHAUST FANS SHALL BE PROVIDED & INSTALLED BY MECHANICAL CONTRACTOR WITH WIRING CONNECTIONS MADE BY ELECTRICAL CONTRACTOR.
5. MECHANICAL EQUIPMENT CONTROLS: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW VOLTAGE WIRE AND CONNECTIONS (BELOW 120 VOLT) TO AND FROM ALL MECHANICAL CONTROL DEVICES. ALL LOW VOLTAGE CONTROL WIRE SHALL BE IN CONDUIT, UNLESS OTHERWISE NOTED.
6. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED
BETWEEN BUILDINGS, SIGNAL CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE.
7. PROVIDE SEALTITE POWER & CONTROL CONNECTIONS TO ALL AC UNITS.
8. ALL EQUIPMENT SHOWN ABOVE ROOF IS NEMA 3R.
9. VERIFY EXACT EQUIPMENT LOCATIONS AND POINTS OF CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
10. FUSE DISCONNECT SWITCHES PER EQUIPMENT NAMEPLATE RATING.
TYPICAL DWELLING UNIT NOTES
1. SINGLE OR MULTIPLE SMOKE ALARMS SHALL BE INSTALLED AND MAINTAINED IN GROUPS R-2, REGARDLESS OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS:
A. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
B. IN EACH ROOM USED FOR SLEEPING PURPOSES
C. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
2. THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE
CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED (CBC 907.2.10.5)
3. SMOKE ALARMS SHALL BE INSTALLED ACCORDING TO CBC 907.2.10.8 SMOKE ALARMS SHALL BE 20' FROM ANY COOKING APPLIANCE, 3' MIN. FROM ANY BATHROOM DOOR, 3' MIN. FROM ANY
SUPPLY REGISTERS OR CEILING FANS AND NEAR THE OPENING OF STAIRS LEADING UP FROM A LOWER LEVEL.
4. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN NEW DWELLING UNITS WHICH HAVE FUEL-BURNING APPLIANCES INSTALLED (CBC 915.1.2)
5. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING
WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A
DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION (CBC 915.4.1)
6. REQUIRED CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CBC 915.2)
A. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
C. IN EACH BEDROOM WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN THE BEDROOM OR ITS ATTACHED BATHROOM.
CONDUIT SYSTEM NOTES
(DEFERRED SUBMITTAL)
EMERGENCY RESPONDER RADIO COVERAGE NOTES
A. EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE WITH SECTION 510 OF THE CALIFORNIA FIRE CODE (CBC 917.1).
B. SURVEY SHALL BE PERFORMED AFTER THE BUILDING IS SUBSTANTIALLY COMPLETED, AND PRIOR TO START OF INSTALLATION OF ELECTRICAL WIRING.
C. CONTRACTOR SHALL PERFORM A SURVEY USING AN RF SPECTRUM ANALYZER, A CALIBRATED,
SYSTEM COMPATIBLE RADIO OR ANOTHER SUITABLE INSTRUMENT WITH TRACEABLE
CERTIFICATE OF CALIBRATION TO ANALYZE THE RF SIGNAL STRENGTH OF THE EMERGENCY
RESPONDER RADIO SIGNAL INTO THE BUILDINGS AND DETERMINE THE AMPLIFICATION OF THE REQUIRED SIGNAL. BOTH INBOUND AND OUTBOUND SIGNAL STRENGTH SHALL BE DETERMINED, MEASURED, CALCULATED, AND DOCUMENTED AS REQUIRED BY CODE.
A. FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL-ELEMENT
TIME DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. VERIFY WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION.
B. INSTALL SEPARATE NEUTRALS FOR EACH 120V BRANCH CIRCUIT.
C. MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY CEC ARTICLE 430 PART III AND NOT
SHOWN ON PLAN OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR ALL MOTORS.
D. SPARE CONDUIT FOR RECESSED PANELS: PROVIDE (1) 3/4" SPARE CONDUIT STUB UP TO ACCESSIBLE ABOVE CEILING SPACE AND/OR ACCESSIBLE SPACE BELOW FOR EVERY (3) SPARE BREAKER SPACES AS INDICATED ON PANEL SCHEDULES.
E. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE
FIELD VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.
F. ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS PLANS.
G. ALL 125V AND 250V, 15- AND 20-AMPERE NONLOCKING-TYPE RECEPTACLES WITHIN COMMON AREAS SHALL BE TAMPER-RESISTANT PER CEC 406.12.
POWER PLAN NOTES
SHEET INDEX
SHEET NO. SHEET DESCRIPTION
E-001 ELECTRICAL GENERAL NOTES
E-002 ELECTRICAL LEGEND AND ABBREVIATIONS
E-003 ELECTRICAL SINGLE LINE DIAGRAM
E-004 ELECTRICAL SCHEDULES
E-005 LIGHTING FIXTURE SCHEDULE
E-010 ~ E-012 ELECTRICAL DETAILS
E-101 GROUND AND SECOND FLOOR ELECTRICAL PLANS
E-102 ENLARGED ELECTRICAL PLANS
E-121 ELECTRICAL ROOF PLAN
E-201 TYPICAL UNIT PLANS
E-202 TYPICAL UNIT PLANS
E-203 TYPICAL UNIT PLANS
E-204 TYPICAL UNIT PLANS
E-205 TYPICAL UNIT PLANS
E-302 INDOOR LIGHTING T24 ENERGY COMPLIANCE FORMS
E-303 ELECTRICAL POWER DISTRIBUTION T24 ENERGY COMPLIANCE FORMS
1. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN CEC 210.12 (A), (B), AND (C). THE ARC-FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION.
ALL 120 VOLT, SINGLE PHASE 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,
PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED
ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT [CEC 210.12(A)].
2. ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, CRAWL SPACES,
OUTDOORS, KITCHEN COUNTERS, LAUNDRY AREAS AND AT WET BAR SINKS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION IN COMPLIANCE WITH CEC 210.8, CONSISTING OF 125 VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES.
3. ALL RECEPTACLE APPLIANCE EQUIPMENT SHOWN ON PLANS MUST BE COORDINATED WITH ARCHITECT ELEVATION AND MANUFACTURER'S REQUIREMENTS PRIOR TO ROUGH-IN.
4. EACH MULTI-WIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL
SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES [CEC 210.4(B)].
5. ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20-AMPERE BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS DEDICATED CIRCUIT MAY SERVICE MORE THAN ONE BATHROOM [CEC 210.52(d)]. RECEPTACLES SHALL BE ADJACENT TO AND WITHIN 36" OF THE OUTSIDE EDGE OF EACH BASIN.
6. ALL 125V AND 250V, 15- AND 20-AMPERE NONLOCKING-TYPE RECEPTACLES IN DWELLING UNITS SHALL BE TAMPER-RESISTANT PER CEC 406.12.
7. RECESSED LUMINAIRES INSTALLED IN AREAS TO RECEIVE INSULATION SHALL BE "IC" LUMINARIES
AND ARE CERTIFIED AND LABELED AS AIRTIGHT TO THE STANDARDS PRESCRIBED BY THE RESIDENTIAL ENERGY CODE.
8. RECESSED LIGHT FIXTURES INSTALLED IN A FIRE RATED ASSEMBLY SHALL BE INSTALLED PER THE APPROVED LISTING OR PROTECTED BY AN APPROVED METHOD.
9. CEILING-SUSPENDED (PADDLE) FANS (IF SHOWN) SHALL BE SUPPORTED INDEPENDENTLY OF AN
OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLET BOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCE WITH CEC 314.27(D), CEC 422.18. PROVIDE BOX FOR FUTURE PADDLE FAN IN BEDROOMS IF NOT SHOWN ON PLANS.
10. ALL LUMINAIRES AND LAMPHOLDERS SHALL BE LISTED CEC 410.6.
11. ALL INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH CEnC TABLE 150.0-A.
12. PROVIDE A 120V RECEPTACLE AND LIGHT NEAR THE FAU WITH A LIGHT SWITCH LOCATED IN THE ATTIC ACCESS.
13. PUSH BUTTON AT FRONT DOOR SHALL BE +/-12" FROM DOOR JAMB. VERIFY LOCATION WITH DOOR TRIM.
14. STEEL ELECTRICAL BOXES LESS THAN OR EQUAL TO 16 SQUARE INCHES CAN PENETRATE MEMBRANES OF WALLS WITH UP TO A 2 HOUR RATING PROVIDED THEY ARE SEPARATED FROM SUCH PENETRATIONS ON THE OPPOSITE SIDE OF THE WALL BY EITHER 24 INCHES, A DISTANCE
EQUAL TO THE DEPTH OF THE WALL IF FILLED WITH CELLULOSE LOOSEFILL/ROCKWOOL/MINERAL WOOL, SOLID FIRE BLOCKING, OR LISTED PUTTY PADS (CBC 714.4.2).
15. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS 714.4 & 714.5.
16. AT LEAST ONE LUMINAIRE IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE CONTROLLED BY A VACANCY SENSOR (CEnC 150.0).
17. RESIDENTIAL OUTDOOR LIGHTING CEnC 150.0(k)3: IN ADDITION TO MEETING THE REQUIREMENTS OF SECTION 150.0(k)1A, LUMINAIRES PROVIDING RESIDENTIAL OUTDOOR LIGHTING SHALL MEET "A" AND EITHER "B" OR "C" OF THE FOLLOWING REQUIREMENTS.
A. CONTROLLED BY MANUAL ON AND OFF SWITCH.
B. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR.
C. CONTROLLED BY ONE OF THE FOLLOWING METHODS.
a. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL.
b. ASTRONOMICAL TIME CLOCK.
c. ENERGY MANAGEMENT SYSTEM.
E-301 OUTDOOR LIGHTING T24 ENERGY COMPLIANCE FORMS
ES-102 SITE LIGHTING PLAN
ES-101 SITE POWER PLAN
REFER TO SPECIFICATIONS 26 0519 FOR ADDTIIONAL INFORMATION.
1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE
GRADE CONNECTORS SHALL BE SOLDERLESS LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE NUT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF CONDUCTORS BEING JOINED TOGETHER AS SPLICED.
2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGHOUT. CONDUCTORS 14 AWG TO 10 AWG, SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER. STRANDED.
3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE 12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS.
SIZE 8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR. INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED.
4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E.
WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL CONDUCTORS,
WIRING/CABLE INSTALLED BELOW FLOOR, SLAB OR UNDERGROUND SHALL BE CONSIDERED WET LOCATION, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WT APPLICATION.
CONDUCTORS AND CABLES
ES-103 SITE PHOTOMETRIC PLAN
ES-104 SITE LIGHTING FIXTURE CUT SHEETS
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-002_ELECTRICAL LEGEND AND ABBREVIATIONS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
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NO. 20823
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RO P D
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FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL LEGEND AND ABBREVIATIONS E-002
FIXTURE TYPE
LIGHTING PLAN
B-1,a
CIRCUIT NUMBER
A
POWER PLAN
- PROVIDE ALL BRANCH CIRCUIT WIRING FROM DEVICES TO PANEL(S) PER DESIGNATIONS/CIRCUIT NUMBERS. - EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AS INDICATED ON PANEL SCHEDULES. - HOME RUN CONDUITS SHALL BE 3/4"C, MAX OF (3) BRANCH CIRCUITS PER CONDUIT. - INCREASE HOME RUN CONDUIT SIZE TO 1"C FOR (4) BRANCH CIRCUITS OR MORE. - (**) DENOTES SPECIAL DEVICE/NAMEPLATE REQUIREMENTS.
- PROVIDE ALL BRANCH CIRCUIT WIRING FROM FIXTURES TO PANEL(S) AS DESCRIBED BY CIRCUIT NUMBERS SHOWN.
- PROVIDE ALL WIRING BETWEEN FIXTURES AND CONTROL DEVICES AS DESCRIBED IN REFERENCE NOTES AND/OR SHOWN BY SWITCHLEG DESIGNATIONS.
- EXIT AND EMERGENCY LIGHT FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED BRANCH CIRCUIT CONDUCTOR.
- HOME RUN CONDUITS SHALL BE 3/4"C., MAX OF (3) BRANCH CIRCUITS PER CONDUIT. - PROVIDE ALL BRANCH CIRCUIT WIRING FROM MECH. EQUIPMENT TO PANELS.
SWITCHLEG DESIGNATION
(WHERE SHOWN)
DEVICE TYPE:
SEE LEGEND
MOUNTING HEIGHT: (WHERE NON-STANDARD)
W - 48" ABOVE FINISHED FLOOR
M - ABOVE COUNTER TOP (COORDINATION REQUIRED)
TV - MOUNT AT TV HEIGHT (COORDINATION REQUIRED)
CLG - CEILING MOUNT
SPECIAL CONFIGURATION:
WP - **WEATHER PROOF, PROVIDE WHILE IN USE COVER
G or GFI - **GROUND FAULT CIRCUIT INTERRUPTED
IG - ISOLATION GROUND
GWS - GANG WITH SWITCH
CONTROLLED RECEPTACLE:
(IF APPLICABLE)
SEE LIGHTING CONTROL DETAIL FOR
ADDITIONAL INFORMATION
CIRCUIT NUMBER:
BRACKETS ('[]') DENOTE EXISTING CIRCUIT.
PANEL DESIGNATION
NOTE: THE INTENT OF THE DRAWINGS IS TO SHOW FIXTURE / DEVICE LOCATIONS AND PANEL DESIGNATIONS. ALL BRANCH CIRCUIT WIRING, MEETING THE
CRITERIA NOTED ABOVE, WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. LIGHTING AND POWER PLANS SHOW AN ABOVE CEILING
JUNCTION BOX / HOME RUN WITH CIRCUIT NUMBERS BY FIXTURES / DEVICES. PROVIDE ALL BRANCH CIRCUITING AS REQUIRED FOR A COMPLETE INSTALLATION. DOCUMENT ALL BRANCH CIRCUITING ON AS-BUILT DRAWINGS ACCURATELY REFLECTING THE INSTALLATION.
A AMPERE
AB AMP BREAKER
ABAND ABANDONED
ABV ABOVE
AC ALTERNATING CURRENT
AC-# AIR CONDITIONER
ADJ ADJACENT
AF AMP FUSE, AMP FRAME
AFF ABOVE FINISH FLOOR
AFG BOVE FINISH GRADE
AIC AMPERES INTERRUPTING CAPACITY
Al ALUMINUM
AS AMP SWITCH RATING
ATS AUTOMATIC TIME SWITCH
ATS AUTOMATIC TRANSFER SWITCH
AV AUDIBLE/AUDIO VISUAL
AWG AMERICAN WIRE GAGE
BFG BELOW FINISH GRADE
BIL BASIC IMPULSE LEVEL
BLDG BUILDING
C CONDUIT
-C- CATV CONDUIT
CAB'T CABINET
CATV CABLE TELEVISION
CB CIRCUIT BREAKER, CODE BLUE
CBC CA. BUILDING CODE
CEC CA. ELECTRICAL CODE
CA. ENERGY COMMISSION
CF COMPACT FLUORESCENT
CFC CALIFORNIA FIRE CODE
CLG CEILING
CL CENTER LINE
CKT CIRCUIT
CNT'R CONTRACTOR
C.O. CONDUIT ONLY (W/PULLROPE)
COND CONDUIT, CONDUCTOR
CR CRITICAL BRANCH
CSFM CALIFORNIA SFM
CT CURRENT TRANSFORMER
Cu COPPER
CU-# CONDENSING UNIT
D DEPTH
DC DIRECT CURRENT
DF DRINKING FOUNTAIN
DIA DIAMETER
DISC DISCONNECT
DIST DISTRIBUTION
DPST DOUBLE POLE SINGLE THROW
DW DISHWASHER
EM EMERGENCY
(E) EXISTING
EA EACH
EB ELECTRONIC BALLAST
EC ELECTRICAL CONTRACTOR
EC-# EVAPORATIVE COOLER
EF-# EXHAUST FAN
EL EVENING LIGHT
ELEC ELECTRICAL
EM EMERG BATTERY BACKUP EMERGENCY
BALLAST
EMERG EMERGENCY
EOL END OF LINE
EQUIP'T EQUIPMENT
ES ENERGY SAVING
(EXN) (E) IN (N) LOCATION
(EXR) (E) TO BE (R)
EXT EXTERIOR
F FLUORESCENT
(F) FUTURE
F-# FURNACE
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FAT FIRE ALARM TERMINAL
FAU FORCED AIR UNIT
FBO FURNISHED BY OTHERS
FC-# FAN COIL
FLA FULL LOAD AMPS
FLR FLOOR
FLUOR FLUORESCENT
FS FUSIBLE SWITCH
FVNR FULL VOLTAGE NON-REVERSING
G GROUNDING CONDUCTOR
GC GENERAL CONTRACTOR
GD GARBAGE DISPOSAL
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFI GROUND FAULT CIRCUIT INTERRUPTER
GND GROUND
GRS GALVANIZED RIGID STEEL
GWS GANG WITH SWITCH
H HEIGHT, HIGH
HACR HEATING, AC & REFRIG
HID HIGH INTENSITY DISCHARGE
HO HIGH OUTPUT
HOA HAND-OFF-AUTO
hp HORSEPOWER
HPF HIGH POWER FACTOR
HPS HIGH PRESSURE SODIUM
IC INTERCOM
ID IDENTIFICATION
IF INSIDE FROST
IG ISOLATED GROUND
J-BOX JUNCTION BOX
k QUANTITY 1000
kVA KILOVOLTAMPS
kW KILOWATT
LC LIGHTING CONTACTOR
LPS LOW PRESSURE SODIUM
LRA LOCKED ROTOR AMPS
LS LIFE SAFETY BRANCH
LT LIGHT
LTG LIGHTING
LV LOW VOLTAGE
MC MECHANICAL CONTRACTOR
MCA MINIMUM CKT AMPS
MCB MAIN CIRCUIT BREAKER
MCTB MAIN CATV TERMINAL BOARD
MCTC MAIN CATV TERMINAL CABINET
MECH MECHANICAL
MFR MANUFACTURER
MFS MAIN FUSIBLE SWITCH
MH METAL HALIDE
MLO MAIN LUGS ONLY
MOCP MAXIMUM OCP
MSB MAIN SWITCHBOARD
MT MOUNT
MT HT MOUNTING HEIGHT
MTS MANUAL TRANSFER SWITCH
MTTB MAIN TELEPHONE TERMINAL BOARD
MTTC MAIN TELEPHONE TERMINAL CABINET
MW MICROWAVE
N NEUTRAL (GROUNDED CONDUCTOR)
(N) NEW
N3R NEMA 3R
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NAT'L ELEC MANUFACTURER'S ASSOC
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NO NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OC ON CENTER
OCP OVERCURRENT PROTECTION
OD OUTSIDE DIAMETER
OH OVERHEAD
OSA OFFICE of the STATE ARCHITECT
OSHPD OFFICE of STATEWIDE HEALTH
PLANNING & DEVELOPMENT
OVLD OVERLOAD
P POLE
PA PUBLIC ADDRESS
PB PULLBOX
PC PULL CHAIN
PC PHOTOCELL
PC PLUMBING CONTRACTOR
ph PHASE
PNL PANEL
POC POINT OF CONNECTION
-PP- POWER PRIMARY
-PS- POWER SECONDARY
PV PHOTOVOLTAIC
(R) RELOCATE(D)
RECEPT RECEPTACLE
REF REFRIGERATOR
REQ'D REQUIRED
RLA RATED LOAD AMPS
RM ROOM
RMC RIGID METAL CONDUIT
RMV REMOVE
RPLC REPLACE
RS RAPID START
SC SIGNAL CABINET
SCC SHORT CKT CURRENT
SFM STATE FIRE MARSHAL
SHT SHEET
SL SLIMLINE, SWITCH LEG
SPEC SPECIFICATION
SPST SINGLE POLE SINGLE THROW
SQ SQUARE
STR'G STORAGE
SURF SURFACE
SVC SERVICE
SW SWITCH
T TRANSFORMER, TERMINAL
-T- TELEPHONE CONDUIT
(TBR) TO BE REMOVED
TC TIME CLOCK
TEL TELEPHONE
TELCO TELEPHONE COMPANY
TS TIME SWITCH
TSO TIME SWITCH OVERRIDE
TSP TWISTED SHIELDED PAIR
TTB TELEPHONE TERMINAL BOARD
TTC TELEPHONE TERMINAL CABINET
TX TRANSFORMER
TYP TYPICAL
TYP SIM TYPICAL SIMILAR
UC UNDERCABINET, UNDERCOUNTER
UG UNDERGROUND
UGPS UNDERGROUND PULL SECTION
UL UNDERWRITERS LABORATORIES
UON UNLESS OTHERWISE NOTED
USA UG SVC ALERT 800-642-2444
V VOLT
VA VOLT AMPERES
VAC VOLT ALTERNATING CURRENT
VHO VERY HIGH OUTPUT
VOLT VOLTAGE
VR VANDAL-RESISTANT
W WIDTH, WATT, WIRE
WH-# WATER HEATER
WP WEATHERPROOF (NEMA 3R)
XFMR TRANSFORMER
+48 INDICATES MOUNTING HEIGHT AFF
FIXTURE TYPE
TYPICAL LIGHTING CONTROL PANEL CIRCUIT CONVENTION
3,R2
A
3 X1
3,R1
A (LCP1-R1,R2)
PLM1-3
BRANCH CIRCUIT DESIGNATION
OF UNSWITCHED HOT FOR ROOM
EMERGENCY LIGHTS AND EXIT
SIGNS.
BRANCH CIRCUIT
ASSOCIATED WITH
LIGHTING CONTROL
RELAY CIRCUIT(S)
BRANCH CIRCUIT &
LIGHTING CONTROL
PANEL RELAY
DESIGNATION
BRANCH CIRCUIT PANEL
RELAY
DESIGNATION(S)
LIGHTING CONTROL PANEL
DESIGNATION
NEUTRAL
LCP1-R1
LCP1-R2
UNSWITCHED HOT (PLM1-3)
NOTE: SEE PLANS FOR RELAY, LIGHTING CONTROL CIRCUIT, AND
BRANCH CIRCUIT QUANTITIES & DESIGNATIONS
NOTE: INTERPRET IN CONTEXT
INDICATES LINE CONTINUES
CONDUIT STUB (W/MARKER)
FLEXIBLE CONNECTION
CONDUIT SEAL
NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)
NEW
UNDERGROUND
SURFACE WRAP (WIDE)
A LETTER ADJACENT INDICATES
(ARROW INDICATES DIRECTION)
FIXTURE TYPE
RECESSED WALLMOUNT
EXIT LIGHT- CEILING
EXIT LIGHT- WALL
LINEAR PENDANT
BOLLARD
LED STRIP / UNDER CABINET LIGHT
POLE LIGHT
CEILING SURFACEMOUNT
WALL SURFACEMOUNT
RECESSED DOWNLIGHT
RECESSED WALLWASH
RECESSED TROFFER
PENDANT MOUNT
WALL LINEAR
SURFACE WRAP (NARROW)
LED COVE LIGHT PER FIXTURE SCHEDULE
WALL SWITCH OCCUPANCY SENSOR, SINGLE BUTTON, DUAL
TECHNOLOGY (SENSOR SWITCH #WSD-PDT)
3-WAY SWITCH
SINGLE POLE SINGLE THROW (SPST) SWITCH
LIGHTING POWER BRANCH CIRCUIT
CEILING MOUNTED OCCUPANCY SENSOR EXTENDED RANGE 360
DEGREES LINE VOLTAGE, DUAL TECHNOLOGY. (SENSOR SWITCH #CMR PDT 10) UNLESS OTHERWISE NOTED
OS
CONTROL CABLE, CAT 5 LOW VOLTAGE PER SYSTEM REQUIREMENTS ABOVE T-BAR CEILING.
C5
4-WAY SWITCH
nLIGHT LOW VOLTAGE DUAL TECHNOLOGY CEILING MOUNT 360°
OCCUPANCY SENSOR (#nCM PDT 10)
nLIGHT 1-POLE WALL SWITCH OCCUPANCY SENSOR, DUAL TECHNOLOGY, LOW VOLTAGE, DIMMING CONTROL (#nWSX PDT LV DX)
nOSD
LV LOW VOLTAGE PER SYSTEM REQUIREMENTS IN 1/2" CONDUIT
nLIGHT 0-10V DIMMING POWERPACK TO DIMM FIXTURES (nPP16D) REFER TO MANFUFACTURER WIRING DIAGRAM.
nLIGHT POWER PACK FOR CONTROLLED RECEPTACLES (nPP16 PLT24).
REFER TO MANFUFACTURER WIRING DIAGRAM.
T24
CEILING MOUNTED OCCUPANCY SENSOR 360 DEGREES LOW VOLTAGE, DUAL TECHNOLOGY. (SENSOR SWITCH #CM PDT 10) OS
LV
n2D nLIGHT 2 CHANNELS WITH DIMMING CONTROLS (nLIGHT NPODM 2P DX) PC
nLIGHT LOW VOLTAGE DUAL TECHNOLOGY CEILING MOUNT 360°
OCCUPANCY SENSOR WITH DAYLIGHT HARVESTING (#nCM PDT 10 ADC) n4D nLIGHT 4 CHANNELS WITH DIMMING CONTROLS (nLIGHT NPODM 4P DX) 0-10V WALL DIMMING DUAL TECHNOLOGY (SYNERGY #ISD PDT BC) PHASE DIMMING WALL (SYNERGY #ISD ADEZ)
WALL MOUTNED CEILING FAN CONTROL PER MANUFACTURER REQUIREMENTS 0-60MINUTE DIGITAL TIMER (SENSOR SWITCH #PTS)
WALL SWITCH OCCUPANCY SENSOR, 2-BUTTON, DUAL TECHNOLOGY (SENSOR SWITCH #WSD PDT 2P)
WALL SWITCH OCCUPANCY SENSOR, 2-BUTTON, PASSIVE INFRARED (SENSOR SWITCH #WSX)
nLIGHT SINGLE CHANNEL WITH DIMMING CONTROLS (nLIGHT NPODM 2P DX)
nD
nLIGHT AUTOMATIC DIMMING CONTROL PHOTOCELL (#nCM PADCX) 0-10V WALL DIMMING OCCUPANCY WALL SWITCH (ACUITY #WSX D BC)
DUPLEX RECEPTACLE
PROVIDE ARC FAULT BREAKER
(GFCI) GROUND FAULT CURRENT INTERRUPTER DEVICE
MOUNT ABOVE COUNTER PER ADA. REFER TO ARCH.
MOUNT AT +48" MEASURED TO TOP OF BOX.
NEMA 3R COVER (BELL # 1503 OR ENGINEER APROVED EQUAL)
208V RECEPTACLE
WHILE-IN USE NEMA 3R COVER (TAYMAC #MX4280S OR ENGINEER APROVED EQUAL)
FLOOR MOUNTED OUTLET
"CONTROLLED" DUPLEX RECEPTACLE PER CURRENT CA ENERGY CODE REQUIREMENTS 130-5 "CIRCUIT CONTROLS FOR 120V RECEPTACLES" (LEVITON 5362-S2X, HEAVY DUTY SPEC GRADE; LEVITON 16352-WPX)
(1)CONTROLLED DUPLEX RECEPTACLE AND (1) DUPLEX RECEPTACLE COMBINATION POWER AND TELEVISION OUTLET. PROVIDE 3/4"ENT CONDUIT TO "CTB" (ARLINGTON TVBS50-DB OR EQUAL)
VERIFY MOUNTING HEIGHT PRIOR TO ROUGH-IN.
COMBINATION POWER/DATA FLOOR BOX. PROVIDE (1)"CONTROLLED" DUPLEX RECEPTACLE (LEVITON 5362-2PX) PER CURRENT CA ENERGY CODE REQUIREMENTS 130-5 AND (1) UN-CONTROLLED DUPLEX RECEPTACLE.
GROUND BAR
CEILING MOUNTED OUTLET
DUPLEX HALF SWITCHED
SWITCH RECEPTACLE
DUPLEX RECEPTACLE. REMOVE BREAK-OFF TAB. TOP OUTLET IS CONTROLLED AND BOTTOM OUTLET IS UN-CONTROLLED. CONTROLLED OUTLET SHALL HAVE
A PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED OUTLET PER CURRENT CA ENERGY CODE REQUIREMENTS. (LEVITON 5362S1X, HEAVY DUTY SPEC GRADE, LEVITON 16352-1PX-DECORA)
GANG WITH SWITCH
120V COMBINATION SMOKE ALARM AND CARBON MONOXIDE WITH SEALED LITHIUM BATTERY BACK-UP MOUNTED AT CEILING. ALL SMOKE ALARM MUST BE
INTERCONNECTED SO THAT ALL DETECTORS SOUND AN ALARM WHEN SMOKE IS DETECTED BY ANY ONE OF THE DETECTORS ANYWHERE. (KIDDE #i12010SCO OR ENGINEER APPROVED EQUAL). PROVIDE ARC FAULT BREAKER.
DISCONNECT FUSE OR NON FUSED
USB OUTLET (LEVITON #T-5832 OR EQUAL)
SA
DOUBLE POLE SINGLE THROW (DPST) SWITCH
WITH THERMAL OVERLOAD
LIGHTING CONTROL PANEL. ACUITY FRESCO #LMP LIGHT MANAGEMENT PANELS
MISCELLANEOUS
CONDUIT/WIRE
POWER
COMBINATION STARTER
MAGNETIC CONTACTOR
DAMPER MOTOR
HUMIDISTAT
SURFACEMOUNT CABINET
FLUSHMOUNT CABINET
SURFACEMOUNT PANEL
FLUSHMOUNT PANEL
PUSHBUTTON
H
M
DM
CIRCUIT BREAKER
FUSIBLE SWITCH
SAFETY DISCONNECT
GROUND
THERMOSTAT
CLOCK
Ø PHASE
T
MOTOR
WALL MOUNTED CLOCK
S CLOCK/SPEAKER COMBINATION
SECURITY CAMERA
LIGHT FIXTURES
MISCELLANEOUS
CONTROL
nLIGHT 0-10V DIMMING EMERGENCY OPERATION POWERPACK TO DIM ER FIXTURES (nPP16D ER). REFER TO MANUFACTURER WIRING DIAGRAM. 3103
NUMBERED SHEET NOTES: REFERS TO
NOTES ON SAME SHEET AS REFERENCE
DETAIL REFERENCE:
Z = DETAIL DESIGNATION
X = SHEET NUMBER REFERENCE
Z
X
FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V, 3
CURRENT CARRYING CONDUCTORS,
PREFIXES: 'M' INDICATES MEDIUM
VOLTAGE, 'CO14' INDICATES CONDUIT
ONLY, QUANTITY (1) AND SIZE (4"))
X
MECHANICAL SYSTEMS TAG
(REFER TO MECHANICAL SHEETS)
Y = UNIT TYPE
X = UNIT NUMBER
Y
X
SOLAR PHOTOVOLTAIC SYSTEM PERFORMANCE SPECIFICATION ABBREVIATIONS
CIRCUITING LEGEND
LEGEND
1. PV PANEL SIZE, LAYOUT AND QUANTITIES SHOWN ARE DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND
PROVIDE COMPLETE MODULE PANEL, CONDUITS, CABLING COMBINER, INVERTER AND ASSOCIATED SUPPORT SYSTEM FOR A COMPLETE TURNKEY PV SYSTEM COMPLYING WITH DESIGN REQUIREMENTS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2022 CBC, 2022 CFC AND 2022 CEC WITH SPECIAL EMPHASIS ON ARTICLE 690.
3. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED , LISTED AND IDENTIFIED UL 1703 .
4. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY.
5. ALL DC MATERIALS (FUSES, EQUIPMENT, CONNECTORS, WIRES, ETC.) TO BE UL LISTED FOR 600VDC OR 1000VDC WHERE APPLICABLE.
6. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ALL COMPONENTS OF THE SOLAR PV SYSTEM SHALL BE KEPT ON THE PROJECT SITE AND MADE AVAILABLE UPON REQUEST OF THE INSPECTOR.
7. CONTRACTOR SHALL NEVER LEAVE A MODULE UNSUPPORTED OR UNSECURED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL HANDLING ON THE JOBSITE. MODULES SHALL BE SECURED WITH A MINIMUM (4) POINTS OF CONTACT.
8. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS.
9. PHOTOVOLTAIC MODULES SHALL MAINTAIN 4 FEET CLEAR FROM ALL ROOF EDGES, PER CSFM INSTALLATION GUIDELINES AND CFC REQUIREMENTS.
10. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE.
11. ALL HARDWARE ON THE ROOF SHALL BE STAINLESS STEEL, IN COMBINATION WITH ALUMINUM FITTINGS AND RAILINGS, UNLESS OTHERWISE NOTED.
12. CONTRACTOR SHALL SUPPLY AND INSTALL FASTENING HARDWARE PER STRUCTURAL DRAWINGS AND PV MOUNTING SYSTEM MANUFACTURER'S RECOMMENDATIONS.
13. ALL SHARP EDGES AND FASTENER TIPS SHALL BE COVERED OR CRIMPED OVER AS TO NOT PROVIDE A SHARP EDGE WHERE EMERGENCY RESPONDERS OR ANY OTHER INDIVIDUAL ACCESSING THE ROOFTOP MAY BE INJURED.
14. LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED.
15. INVERTER SHALL BE EQUIPPED W/ INTEGRATED GFDI, THUS PROVIDING GROUND FAULT PROTECTION.
12. RACKING SYSTEM SHALL BE LISTED TO UL 2703.
13. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. LL METALLIC COMPONENTS OF THE SOLAR PHOTOVOLTAIC SYSTEM (AC AND DC SYSTEMS INCLUDED) SHALL BE GROUNDED AND BONDED PER CEC ARTICLES 250 AND 690. PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS USING MODULE LUGS OR RACKING INTEGRATED GROUNDING CLAMPS. ALL OTHER EXPOSED METAL PARTS SHALL BE GROUNDED USING UL LISTED LAY-IN LUGS. PROVIDE BONDING STRAPS BETWEEN INDIVIDUAL RAILS JOINING TO FORM A MULTI-PIECE RAILING SYSTEM. EACH RAILING SYSTEM SHALL BE BONDED TO THE GROUNDING SYSTEM WITH A MINIMUM #6 COPPER CONDUCTOR.
14. GROUNDING LUGS SHALL BE SPECIFIED AND LOCATED ACCORDING TO THE PHOTOVOLTAIC PANEL MANUFACTURER'S REQUIREMENTS.
15. PER CEC 250.92, NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. BOND BOTH ENDS OF RACEWAYS.
16. COPPER BONDING CONDUCTORS SHALL BE KEPT CLEAR OF CONTACT FROM RACKING SYSTEM AND ALL OTHER ALUMINUM MATERIALS TO AVOID CATHODIC CORROSION.
17. CONDUIT RACEWAYS SHALL BE PROVIDED WITH EXPANSION FITTINGS TO COMPENSATE FOR THERMAL EXPANSION AND CONTRACTION.
CEC 300.7(b), 352.44
18. EQUIPMENT GROUNDING CONDUCTOR REQUIRED IN RACEWAYS SHALL BE SIZED PER CEC 250.166.
19. ALL CONDUCTORS SHALL BE COPPER AND 90 DEG RATED. ALL WIRING IN CONDUIT SHALL BE THHN/THWN-2. ALL EXPOSED OR HOMERUN WIRING SHALL BE PV WIRE/USE-2/RHW-2. BARE COPPER SHALL BE PERMITTED FOR GROUND WHERE USED WITHIN THE ARRAY FOOTPRINT.
20. ALL EXPOSED CABLES, SUCH AS MODULE LEADS, SHALL BE SECURED WITH UV RATED PLASTIC OR OTHER APPROVED SUNLIGHT RESISTANT MEANS WITH A 25 YEAR LIFE.
21. ALL EXPOSED CONDUIT (ASIDE FROM ROOF MOUNTED CONDUIT) SHALL BE PAINTED TO MATCH BUILDING SURFACE. ANY EXPOSED CONDUIT SHALL BE APPROVED BY OWNER IN ADVANCE OF INSTALLATION.
22. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE UL LISTED RAIN TIGHT AND SHALL BE APPROVED FOR WET LOCATIONS PER CEC 314.15.
23. ROOFTOP PENETRATIONS SHALL BE COMPLETED AND SEALED PER CODE BY A LICENSED CONTRACTOR AND IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S REQUIREMENTS TO MAINTAIN THE ROOF WARRANTY AND ROOF FIRE RATING (AS APPLICABLE).
24. ROOF ATTACHMENTS AND STAND-OFFS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS, AND ATTACHED TO THE ROOF STRUCTURE PER STRUCTURAL REQUIREMENTS AND AS OTHERWISE DESCRIBED IN THESE CONSTRUCTION DOCUMENTS. COPIES OF
MANUFACTURER'S MOUNTING DETAILS AND INSTRUCTIONS SHALL BE PRESENTED TO THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.
25. ROOF ATTACHMENTS SHALL BE MADE WITH APPROVED SEALANT. COORDINATE WITH ARCHITECT FOR ROOF PENETRATION SEALING REQUIREMENTS.
26. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SIGNAGE TO ALL ELECTRIC BOXES, JUNCTION BOXES, PULL BOXES, DC DISCONNECTS, CONDUITS RUNS, AC DISCONNECTS, SUB PANELS, INVERTERS, AND MAIN SERVICES PER CEC ARTICLE 690.
27. SIGNS OR DIRECTORIES SHALL BE ATTACHED TO THE ELECTRICAL EQUIPMENT OR LOCATED ADJACENT TO THE IDENTIFIED EQUIPMENT.
28. SIGNS SHALL BE OF A SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT.
29. ANY PLAQUES WILL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PLATING, IN A RED BACKGROUND WITH WHITE LETTERING, A MINIMUM OF 3/8" HEIGHT.
30. PHOTOVOLTAIC SYSTEM SHALL BE MONITORED VIA APPROVED WEB-BASED PERFORMANCE MONITORING SYSTEM. INFORMATION TO BE PROVIDED BY THE SYSTEM SHALL MEET APPENDIX JA11.5.1 AT A MINIMUM. MONITORING SYSTEM INTEGRAL WITH INVERTER SHALL BE ACCEPTABLE. INCLUDE ALL NECESSARY HARDWARE, SOFTWARE AND LICENSING (MINIMUM 1 YEAR), CABLING AND CONNECTIONS FOR A COMPLETE AND OPERATIONAL WEB-BASED PERFORMANCE MONITORING SYSTEM, INTERFACE WITH OWNER'S ETHERNET SYSTEM.
PROVIDE 1 DAY OF TRAINING AND MANUFACTURER'S SUBSCRIPTION INFORMATION TO THE OWNER.
31. CONTRACTOR SHALL SUBMIT PG&E NET ENERGY METERING (NEM3) INTERCONNECTION APPLICATION AND PAPER WORK. MOREOVER,
CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL FROM LOCAL UTILITY PRIOR TO USE AND ACTIVATION OF ANY SOLAR PV INSTALLATION. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING, AND ACCEPTANCE WITH THE OWNER, UTILITY COMPANY, AND INSPECTOR OF RECORD AS NEEDED.
32. START UP, COMMISSIONING AND TRAINING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR START UP AND COMMISSIONING OF THE
SOLAR PHOTOVOLTAIC SYSTEM, AS REQUIRED TO SATISFY THE SYSTEM COMPONENTS SHOWN ON THESE CONSTRUCTION DOCUMENTS, AND TO SATISFY AHJ(S) AND INSPECTOR(S). REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS RELATED TO COMMISSIONING. PROVIDE TRAINING FOR THE SYSTEM'S OPERATION, MAINTENANCE, AND PROGRAMMING, SPECIFIC TO THE INSTALLED EQUIPMENT AND SYSTEMS.
TV OUTLET-FLOORMOUNT
ABOVE-CLGMOUNT J-BOX
PHONE/DATA COMBO FLOOR OUTLET
PHONE/DATA COMBO OUTLET
DATA FLOOR OUTLET
TELEPHONE FLOOR OUTLET
TELEPHONE OUTLET
TELEVISION OUTLET
DATA OUTLET
TV
J C
TV
* MOUNTED ABOVE COUNTER
IDF INTERMEDIATE DISTRIBUTION FRAME
MDF MAIN DISTRIBUTION FRAME
AP ACCESS POINT
COMMUNICATIONS
CR ACCESS CONTROL CARD READER
EH ACCESS CONTROL ELECTRIFIED HINGE
CAM
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-003_ELECTRICAL SINGLE LINE DIAGRAM.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL SINGLE LINE DIAGRAM
E-003
SINGLE LINE DIAGRAM NOTES
A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AND
COORDINATE WITH THE SERVING UTILITY TO ENSURE ALL SERVING UTILITY REQUIREMENTS ARE MET.
B. SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE SERVING ELECTRIC UTILITY COMPANY'S REQUIREMENTS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN UTILITY COMPANY APPROVAL FOR ALL METERING EQUIPMENT PRIOR TO ORDERING.
C. ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED.
D. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS
SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN.
E. DESIGN SHOWN IS BASED ON SQUARE D PRODUCT. ENGINEER-APPROVED EQUAL ALTERNATE PRODUCT WILL BE ACCEPTABLE.
F. ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).
G. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING
SWITCHGEAR SIZED TO FIT IN THE AVAILABLE SPACE IN THE ELECTRIC ROOM. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONAL
INFORMATION NOT SHOWN ON THE ELECTRICAL PLANS. CONTRACTOR SHALL SUBMIT A 1/4" SCALE DRAWING OF ALL SWITCHGEAR, AND TERMINATION CABINETS ON FLOOR PLAN WITH SUBMITTAL.
H. PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE BEEN
MADE FOR DISAGGREGATION OF THE ELECTRICAL CIRCUITS, THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.
I. REFER TO PANEL SCHEDULES FOR INDIVIDUAL BRANCH CIRCUIT VOLTAGE
DROP AND/OR SINGLE LINE DIAGRAM FOR FEEDER VOLTAGE DROP CALCULATIONS.
J. BRANCH CIRCUIT/FEEDER DISTANCE IS SHOWN FOR REFERENCE ONLY AS THE BASIS OF VOLTAGE DROP CALCULATIONS. CONDUCTOR DISTANCE AS INDICATED SHALL NOT BE USED FOR BIDDING/CONSTRUCTION PURPOSES.
SHOULD THE FEEDER DISTANCE EXCEED THE LENGTH NOTED PER
INSTALLATION CONDITIONS, NOTIFY THE ENGINEER OF RECORD. TYPICAL.
K. PROVIDE FIELD MARKING PER CEC 110.21. THE MANUFACTURER'S NAME,
TRADEMARK, OR OTHER DESCRIPTIVE MARKING BY WHICH THE
ORGANIZATION RESPONSIBLE FOR THE PRODUCT CAN BE IDENTIFIED SHALL BE PLACED ON ALL ELECTRICAL EQUIPMENT. OTHER MARKING
THAT INDICATE VOLTAGE, CURRENT, WATTAGE OR OTHER RATING SHALL BE PROVIDED AS SPECIFIED ELSEWHERE IN THE CEC (IE. AVAILABLE FAULT CURRENT 110.24, ETC). THE MARKING SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED.
6 7
PANEL
P204
PANEL
P104
PANEL
P202
PANEL
P106
(TYPICAL)
(TYPICAL)
800A
3P
M
1303
M M
1303 1303
5 RESIDENTIAL
WALL HUNG
5-METER STACK
125A
2P
125A
2P
125A
2P
3 A/B B/C A/C
(AVAILABLE FAULT CURRENT = 42,000A
M
1303
125A
2P
A/B
SCE
CO25
1 2
2 -
8554
800A, 120/208V, 3Ø, 4 WIRE, NEMA 1, 65kAIC
10 E-011
PANEL
HP1
M
2004
200A
3P
10 1
-
SCE SECONDARY CONDUIT ONLY WITH PULL ROPE.
PROVIDE PER UTILITY HANDOUT PACKAGE (TBD).
RACEWAY
QUANTITY/SIZE
FEEDER
NO.
COPPER FEEDER SCHEDULE
CONDUCTORS
(2) 5"C CONDUIT ONLY WITH PULL ROPE.
(1) 2"C (4) #3/0 THWN & (1) #6 GND.
(1) 1-1/2"C (3) #1 THWN & (1) #6 GND.
-"G" DESIGNATES GROUND CONDUCTOR HAS BEEN INCREASED IN SIZE DUE TO VOLTAGE DROP.
SCE
CO25
1303
2004
"MSB" TO BE CONFIRMED WITH UTILITY)
PANEL
P100
PANEL
P200
PANEL
P200
PANEL
P102
M
1303
M M
1303 1303
125A
2P
125A
2P
125A
2P
B/C A/C A/B
M
1303VD
125A
2P
B/C
5 RESIDENTIAL
WALL HUNG
4-METER STACK (TYPICAL) 8
NOTE:
IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDELINES PER THE ABOVE EXAMPLE.
WARNING
ARC FLASH HAZARD
LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
40 inches
CLASS 2
4 - 8 cal/cm²
LOAD SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
20 inches
CLASS 0
0 - 2 cal/cm²
LOCATION: BUS NAME PROTECTIVE DEVICE: UPSTREAM DEVICE
PSE TQS#: #####.# Date Issued: April 2004 Study Rev. :0 NOTES:
- GROUND RINGS NOT SHOWN.
SEE 2022 CEC 250(A)(5)(4).
- PLATE ELECTRODES NOT
SHOWN. SEE 2022 CEC 250 (A)(6).
- OTHER LISTED ELECTRODES NOT
SHOWN. SEE 2022 CEC 250 (A) (7).
PANEL
UNIT
PNL
BOND TO GROUNDING TERMINAL OF THE
PANEL COPPER GROUNDING WITH #8
CONDUCTOR FOR "BUILDINGS OF MULTIPLE
OCCUPANCY" PER CEC 250.104(A)(2) SIZED
PER 2022 CEC TABLE 250.122
GND. BAR
ENCLOSURE FULL
LENGTH NEUTRAL BUS
LENGTH GROUND BUS
ENCLOSURE FULL
SERVICE EQUIPMENT
SERVICE EQUIPMENT
BONDING OF "OTHER METAL
PIPING AND METAL WATER
PIPE" PER 2022 CEC
250.104(A)(B)
#2/0 COPPER GROUND BONDING
JUMPER. OCCURRING AT SERVICE
ENTRANCE EQUIPMENT. SIZED PER
2022 CEC TABLE 250.102(C)(1).
#2/0 COPPER GROUNDING
CONDUCTOR. SIZED PER 2022
CEC TABLE 250.66
(1) 3/4"C. W/ #1/0
COPPER GROUND
TO "MTTB-A"
GROUND BAR
"UFER"
CONCRETE-ENCASED
ELECTRODE, 1/2" MIN.
DIAMETER. PER 2022
CEC 250.52(A)(3)
PER 2022 CEC 250.50
GROUNDING ELECTRODES
PRESENT AT
STRUCTURE/BUILDING
SHALL BE BONDED
TOGETHER TO FORM THE
GROUNDING ELECTRODE
SYSTEM. WHERE
GROUNDING ELECTRODES
IDENTIFIED IN 2022 CEC
250.52(A)(1) THROUGH (A)(6)
ARE NOT PRESENT AT
STRUCTURE/BUILDING
PROVIDE ONE OR MORE OF
THE ELECTRODES
INDICATED.
"METAL UNDERGROUND WATER PIPE"
3/4" MINIMUM PER 2022 CEC 250.52(A)(1)
"METAL BUILDING/STRUCTURE
FRAME" PER 2022 CEC 250.52(A)(2)
"ROD AND PIPE ELECTRODES"
3/4" MINIMUM PER 2022 CEC
250.52(A)(5)(a)(b)
"GROUND ROD" 5/8"DIA. X 10FT
ELECTRODE PER 2022 CEC
250.52(A)(5)(b)
#1/0 COPPER GROUNDING
CONDUCTOR. SIZED PER 2022
CEC TABLE 250.122
#6 COPPER GROUNDING
CONDUCTOR PER 2022 CEC
250.66(A)
#4 COPPER GROUNDING
CONDUCTOR PER 2022 CEC
250.66(B)
SUPPLEMENTAL ELECTRODE
REQUIRED PER 2022 CEC
250.53 (D)(1)(2)
#6 COPPER GROUND PER
PER 2022 CEC 250.53 (E)
BONDING OF "STRUCTURAL
STEEL" PER 2022 CEC
250.104(C)
REFERENCE NOTES
1. UTILITY COMPANY (PG&E) SECONDARY CONDUITS. SEE ELECTRICAL SITE PLAN.
2. UTILITY APPROVED UNDERGROUND PULL SECTION WITH LANDING LUGS.
3. SERVICE MAIN CIRCUIT BREAKER. SEE LOAD CALCULATIONS ON SHEET E-004.
4. NOT USED.
5. RESIDENTIAL MULTI-METER STACK. QUANTITY OF METERS AS INDICATED.
6. RESIDENTIAL TENANT LOAD CENTER. SEE PANEL SCHEDULE ON ELECTRICAL SHEETS E-201~E-205.
7. 125A, 2-POLE MAIN CIRCUIT BREAKER. TYPICAL AT RESIDENTIAL UNITS UNLESS OTHERWISE NOTED.
8. MULTI-METER LOAD BALANCE PHASE DESIGNATION SHOWN FOR REFERENCE ONLY. COORDINATE WITH MANUFACTURER (TYPICAL).
9. COMMERCIAL MULTI-METER STACK. QUANTITY OF METERS AS INDICATED.
10. HOUSE PANEL. SEE PANEL SCHEDULE ON SHEET E-004.
11. ELECTRIC VEHICLE CHARGING STATION PANEL "EV". SEE PANEL SCHEDULE ON SHEET E-004.
12. SOLAR AC DISCONNECT PER UTILITY COMPANY REQUIREMENTS.
13. SOLAR METER SOCKET PER UTILITY COMPANY REQUIREMENTS.
14. SOLAR INVERTER (BOD: CPS SCA 25KTL-DO/US-208).
15. SOLAR PANELS (BOD: JINKO SOLAR 72HL4-BDV 550W). SEE ROOF PLAN FOR PROPOSED LAYOUT. (2) STRINGS OF (13) PANELS EACH [(26) PANELS TOTAL].
16. SOLAR PLANS ARE A DEFERRED SUBMITTAL TO BE PROVIDED BY THE CONTRACTOR.
PANEL
P202
M
1303VD
125A
2P
A/C
PANEL
EV
M
2004
200A
3P
VD = 0.15%
L = 15 FT
AIC = 28,746A 11
VD1 = 0.15%
L = 15 FT
AIC = 28,746A
VD = 2.05%
L = 175 FT
AIC = 4,123A
VD = 1.94%
L = 165 FT
AIC = 4,347A
VD = 1.41%
L = 95 FT
AIC = 5,884A
VD = 1.18%
L = 80FT
AIC = 6,808A
VD = 1.26%
L = 85FT
AIC = 6,469A
VD = 1.04%
L = 70 FT
AIC = 7,604A
VD = 0.81%
L = 55 FT
AIC = 9,223A
VD = 0.67%
L = 45 FT
AIC = 10,748A
VD = 0.44%
L = 30 FT
AIC = 14,293A
1 TYPICAL ARC FLASH SIGNAGE 2 SCALE:
TYPICAL GROUND / BOND DETAIL
SCALE:
1303VD (1) 2"C (3) #1/0 THWN & (1) #4 GND.
200A
3P
M
9 COMMERCIAL
WALL HUNG
3-METER STACK
(TYPICAL)
PANEL
HP2
1154 VD2 = 1.42% L = 110 FT
AIC = 4,793A 11
1154 (1) 1-1/2"C (4) #2 THWN & (1) #6 GND.
12 13
14 15
100AF
100AS
16 *MINIMUM DC SOLAR SYSTEM SIZE: 13.8KW.
*REFER TO PERFORMANCE TITLE 24 FORMS
(LMCC-PRF-01) FOR REQUIREMENTS.
#2/0 COPPER GROUNDING
CONDUCTOR. SIZED PER 2022
CEC TABLE 250.102(C)(1)
VDT = 1.57%
8554 (3) 3"C (4) #300 KCMIL THWN & (1) #1/0 GND. EACH
50'
(1) 1"C. W/ #250 KCMIL
COPPER GROUND TO
"MTTB-B" GROUND BAR
GND. BAR
110'
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-004_ELECTRICAL SCHEDULES.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
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E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL SCHEDULES
E-004
PANEL SCHEDULE NOTES
1. LONG CONTINUOUS LOAD (LCL). ADDITIONAL 25% ADDED AT BOTTOM OF PANEL. FEEDER CALCULATED AT 125% OF TOTAL CONNECTED LOAD.
2. ROUTE BRANCH CIRCUIT THROUGH LIGHTING CONTROLS. SEE CONTROL DIAGRAM.
3. VERIFY LOAD, CB AND CONDUCTOR SIZE WITH EQUIPMENT.
4. PROVIDE RED HANDLE AND CIRCUIT BREAKER LOCKING DEVICE.
BASIS OF DESIGN
ACCESS CONTROL HARDWARE
MANUF. DESCRIPTION MANUFACTURER'S
PART NO. / SERIES NO.
VERKADA AC62 16 DOOR ACCESS CONTROL PANEL
A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE MANUFACTURER'S SHOP DRAWINGS SPECIFIC TO THIS PROJECT FOR THE ACCESS CONTROL AND CCTV SYSTEMS.
B. CONFIRM ALL DEVICE HEIGHTS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH IN AND COORDINATE FINAL LOCATIONS WITH NEARBY DEVICE DISCIPLINES.
C. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, MANUFACTURER'S REQUIREMENTS, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.
D. FOR CLARIFICATION, ALL REQUIRED DEVICES AND CABLING MAY HAVE NOT BEEN SHOWN, CONTRACTOR TO PROVIDE ALL DEVICES AND CABLING AS REQUIRED TO MAKE ACCESS CONTROL AND CCTV SYSTEMS FULLY FUNCTIONAL.
VERKADA ACC-BAT-18AH 18AH BACKUP BATTERY
FOR ACCESS CONTROL PANEL
ACC-PROX-1
(PROVIDE QTY. OF 2) VERKADA PROXIMITY ACCESS CARDS (PACK OF 100) LIC-AC-5YR-CAP
(PROVIDE QTY. OF 14) VERKADA 5 YEAR DOOR LICENSE
CCTV HARDWARE
MANUF. DESCRIPTION MANUFACTURER'S
PART NO. / SERIES NO.
VERKADA CD53E 5MP OUTDOOR DOME CAMERA
VERKADA CY63E 4K TWO-CAMERA MULTISENSOR
VERKADA CM41E 5MP OUTDOOR MINI DOME CAMERA
VERKADA 5MP INDOOR MINI DOME CAMERA CM42
LIC-CAM-5Y-CAP
(PROVIDE QTY. OF 16) VERKADA 5YR CAMERA SOFTWARE LICENSE LIC-CAM-MLT2-5YR-CAP
(PROVIDE QTY. OF 3) VERKADA 5YR TWO-CAMERA SOFTWARE LICENSE
GENERAL ACCESS CONTROL AND CCTV NOTES
ELECTRICAL PANEL SCHEDULES ELECTRICAL SERVICE LOAD CALCULATIONS
PROXIMITY THINLINE II
5395 HID 125KHZ PROXIMITY WALL SWITCH READER CR
TBD TBD ELECTRIC HINGE. CONFIRM EXACT PART NUMBER
WITH ACCESS CONTROL VENDER. EH
TAG
N/A
N/A
TAG
N/A
N/A
N/A
N/A
A
B
C
D
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-005_LIGHTING FIXTURE SCHEDULE.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
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E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 LIGHTING FIXTURE SCHEDULES
E-005
INTERIOR LIGHTING FIXTURE SCHEDULE MAX.
VA. TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE LAMPING MOUNTING DESCRIPTION
RESIDENTIAL LIGHTING FIXTURE SCHEDULE
TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE VA.
MAX. LAMPING MOUNTING DESCRIPTION
R1
LITHONIA WF4 LED 27K30K35K
MVOLT 90CRI MW
MVOLT 11 LED
2700/3000/
3500K
RECESSED 4" IC RATED WAFER LED
RECESSED DOWNLIGHT WITH
SWITCHABLE CCT. 0-10V
DIMMING.
A1
LITHONIA 2BLTX4 48L ADSM
EZ1 LP840
MVOLT 45 LED
4000K
4800
LUMENS
SURFACE 2'X4' DIMMABLE SURFACE
MOUNT LED LIGHT.
EXTERIOR LIGHTING FIXTURE SCHEDULE MAX.
VA. TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE LAMPING MOUNTING DESCRIPTION W1
EVERGREEN
LIGHTING
102109LS MVOLT
9 LED
3000K
WALL DECORATIVE WALL MOUNT LED
LIGHT. DARK SKY COMPLIANT.
MOUNT BOTTOM OF FIXTURE A
MINIMUM OF 80" AFF TO MEET
ADA REQUIREMENTS.
A1
(EM)
LITHONIA 2BLTX4 48L ADSM
EZ1 LP840 E10WLCP
MVOLT 45 LED
4000K
4800
LUMENS
SURFACE 2'X4' DIMMABLE SURFACE
MOUNT LED LIGHT WITH
INTEGRAL EMERGENCY EGRESS
BATTERY WITH MIN. 90 MINUTE
RUN TIME.
A2
LITHONIA BLWP4 48L ADSM EZ1
LP840
MVOLT 40 LED
4000K
4800
LUMENS
SURFACE 4' DIMMABLE SURFACE MOUNT
LED WRAPAROUND LIGHT.
D1
LITHONIA LDN4 ALO1 SWW1
L04 AR TRW LSS
MVOLT UGZ1
MVOLT 13 LED
3000/3500/
4000/5000K
500/750/1000
LUMENS
RECESSED 4" DIMMABLE RECESSED LED
DOWNLIGHT WITH SWITCHABLE
CCT AND ADJUSTABLE LUMEN
OUTPUT.
D1
(EM)
LITHONIA LDN4 ALO1 SWW1
L04 AR TRW LSS
MVOLT UGZ1
E10WLCP
MVOLT 13 LED
3000/3500/
4000/5000K
500/750/1000
LUMENS
RECESSED 4" DIMMABLE RECESSED LED
DOWNLIGHT WITH SWITCHABLE
CCT, ADJUSTABLE LUMEN
OUTPUT AND INTEGRAL
EMERGENCY EGRESS BATTERY
WITH MIN. 90 MINUTE RUN TIME.
V1
LITHONIA FMVCCLS 24IN
MVOLT 30K35K40K
90CRI XX
MVOLT 18 LED
3000/3500/
4000K
1850
LUMENS
WALL VANITY LIGHT MOUNTED ABOVE
MIRROR WITH SWITCHABLE
CCT.
X1
LITHONIA EDG 1 GMR EL MVOLT 5 LED TOP / END /
BACK
UNIVERSAL MOUNT, SINGLE
FACE LED EXIT SIGN WITH
INTEGRAL EMERGENCY
BATTERY WITH MIN. 90 MINUTE
RUN TIME.
X2
LITHONIA EDG 2 GMR EL MVOLT 5 LED TOP / END /
BACK
UNIVERSAL MOUNT, DOUBLE
FACE LED EXIT SIGN WITH
INTEGRAL EMERGENCY
BATTERY WITH MIN. 90 MINUTE
RUN TIME.
R2
R3
R4
EVERGREEN
LIGHTING
102109LS MVOLT
9 LED
3000K
WALL DECORATIVE WALL MOUNT LED
LIGHT. DARK SKY COMPLIANT.
MOUNT BOTTOM OF FIXTURE A
MINIMUM OF 80" AFF TO MEET
ADA REQUIREMENTS.
REFERENCE NOTES 1. LIGHTING CONTROL PANEL WITH INTEGRAL PROGRAMMABLE TIME SWITCH PER CALIFORNIA ENERGY CODE (CEC 119C. PROGRAM PER OWNER AND TITLE 24 REQUIREMENTS. SEE PANEL SCHEDULE ON THIS SHEET.
2. DEDICATED CIRCUIT TO POWER SUPPLY.
3. PROVIDE NEW PHOTOSENSOR AT ROOF. (ORIENT WINDOW NORTH). PROVIDE 1/2"C DOWN TO LIGHTING CONTROL PANEL WITH (2)#18 AWG. TO PHOTOCELL CARD VERIFY LOCATION.
4. TO LIGHTING FIXTURES, SEE SITE PLAN AND FLOOR PLANS. - INSTALL UNSWITCHED PHASE LEG OF BRANCH CIRCUITS TO ROOMS WITH LOCAL CONTROL (OCC. SENSOR, ETC.) OR EXIT SIGNS.
- RELAYS OPERATING IN PARALLEL WITH ASSOCIATED ROOM NORMAL POWER LIGHTS, FAIL-SAFE TO CLOSED POSITION UPON LOSS OF UTILITY POWER. (BARRIER EMERG. CIRCUITS FROM NORMAL WITHIN LCP).
- THE WIRING FOR THE EMERGENCY SYSTEM (IE. INVERTER POWER) SHALL BE INSTALLED IN ACCORDANCE WITH CEC 700.10.
- PROVIDE A BARRIER IN THE LIGHTING CONTROL PANEL(S) TO SEPARATE THE
NORMAL AND EMERGENCY SYSTEM RELAYS(INVERTER POWER) WHERE REQUIRED.
- PROVIDE ISOLATED NEUTRAL BAR FOR EMERGENCY LIGHTING (INVERTER) LOADS.
- PROVIDE SYSTEM TRAINING TO OWNER PER DIVISION 26 SPECIFICATIONS.
CONTROLLER HP2-2
R1
8 DIMMING / SWITCHING RELAY NEMA 1 ENCLOSURE
LIGHTING CONTROL PANEL SCHEDULE FLUSH
"LCP" SURFACE_
LOCATED: SEE FLOOR PLAN
RELAY INPUT CIRCUIT LOAD CONTROL NOTES
NO. VA NO. DESCRIPTION DESCRIPTION
R1
R2
R3
R4
NOTES:
1. PROGRAM RELAY FOR DUSK 'ON' AND 'OFF'.
2. EXTEND 0-10V WIRES TO FIXTURE(S) FOR DIMMING CONTROL.
3. INCLUDE AN UNSWITCHED HOT LEG OF LIGHTING CIRCUIT TO PROVIDE CONTINUOUS CHARGING OF EMERGENCY BATTERY PACKS OR TO SERVE OTHER ROOMS WITH LOCAL CONTROLS. * INCLUDE EXTERIOR PHOTOCELL INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION TO CONTROL DUSK TO DAWN, AND DUSK TO TIME CLOCK OFF OPERATIONS.
* PROVIDE LOW VOLTAGE OVERRIDE SWITCH ADJACENT TO PANEL WITH WEATHER PROOF LOCKABLE COVER. PROGRAM SWITCH FOR 2-HOUR OVERRIDE OF ALL EXTERIOR LIGHTING RELAYS. LABEL SWITCH "OVERRIDE".
CONTROL POWER CIRCUIT: HP2-2
X
"LCP"
ACUITY #ARP INTEN8NLT 8SPR MVOLT SM 1VB
R2
R3
R4
R5
R6
R7
R8
R5
R6
R7
R8
(2,3)
LCP GENERAL NOTES
SPARE
SPARE
SPARE
3 1
2 1 LIGHTING CONTROL PANEL DIAGRAM AND SCHEDULE
EXTERIOR BUILDING MOUNTED LIGHTS
EXTERIOR BUILDING
MOUNTED LIGHTING HP2-3
4 HP2-1 DUSK ON / OFF 1 EXTERIOR POLE MOUNTED LIGHTING
EXTERIOR BUILDING
MOUNTED LIGHTING
4 HP2-3 DUSK ON / OFF 1
SPARE
EXTERIOR BUILDING
MOUNTED LIGHTING HP2-5
4 HP2-3 DUSK ON / OFF 1
HP2-5 DUSK ON / OFF 1
SPARE
SPARE
SPARE
SPARE
SITE POLE
MOUNTED LIGHTING HP2-1
4 EXTERIOR BUILDING MOUNTED LIGHTS
EXTERIOR BUILDING MOUNTED LIGHTS
FMVCCLS 24IN
MVOLT 30K35K40K
90CRI XX
MVOLT 18 LED
3000/3500/
4000K
1850
LUMENS
WALL VANITY LIGHT MOUNTED ABOVE
MIRROR WITH SWITCHABLE
CCT.
LITHONIA
49960LEDDCSWH/ACR
120 17 LED
3000/3500/
4000K
1500
LUMENS
SURFACE 13.75" DIAMETER SURFACE
MOUNT LED LIGHT WITH
SWITCHABLE CCT. LINE
VOLTAGE (ELV) DIMMING.
ACCESS
LIGHTING
S1
LITHONIA FIXTURE: DSX0 LED
P1 30K 80CRI TFTM
MVOLT SPA HS
POLE: SSS 12 4C
DM19AS
MVOLT 34 LED
3000K
POLE
14' OVERALL
MOUNTING
HEIGHT.
TYPE FORWARD THROW
MEDIUM DISTRIBUTION. 12' POLE
MOUNTED ON 24" CONCRETE
BASE. SEE DETAIL 2/E-010.
S3
LITHONIA FEM L48 3000LM
LPAFL MD MVOLT
GZ10 30K 80CRI
SBOR10 D 3V
MVOLT 19 LED
3000K
SURFACE SURFACE MOUNT ENCLOSED
AND GASKETED LED FIXTURE
WITH INTEGRAL OCCUPANCY
SENSOR FOR HIGH / LOW
OPERATION.
LIGHTING FIXTURE SCHEDULE NOTES
A. ILLUSTRATIONS AND/OR DIMENSIONS ARE APPROXIMATIONS ONLY INTENDED TO REPRESENT BASIC FIXTURE TYPE; DO NOT USE AS EXACT INFORMATION SOURCE. REFER TO MANUFACTURER CUT SHEETS.
B. EXACT LOCATIONS: BEFORE CONSTRUCTION, VERIFY WITH ARCHITECT EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHT FIXTURES.
SEE ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS AS APPLICABLE.
C. FIXTURE BRANCH CIRCUIT THROUGH-WIRING: VERIFY AND COMPLY WITH FIXTURE MANUFACTURER RESTRICTIONS AS DETERMINED BY UL. & NEC.
D. VERIFY CEILING TYPES/FINISHES FOR ALL RECESSED FIXTURES PRIOR TO FORWARDING SUBMITTALS.
E. ALL RECESSED LUMINAIRES IN CEILINGS SHALL BE LISTED TYPE IC.
S2 NOT USED
A3
LITHONIA BLWP2 8L ADSM EZ1
LP840
MVOLT 7 LED
4000K
800
LUMENS
SURFACE 2' DIMMABLE SURFACE MOUNT
LED WRAPAROUND LIGHT.
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-010_ELECTRICAL DETAILS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL DETAILS
E-010
2 TYPICAL POLE BASE DETAIL
SCALE: NTS
1 TYPICAL ARC FLASH SIGNAGE
SCALE:
8 UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SCALE:
3 TYPICAL PULL BOX DETAIL 6 SCALE:
TYPICAL ACCESS CONTROL DIAGRAM
SCALE:
6"
24"
CRUSHED ROCK SUMP
6"
FINISHED GRADE
REINFORCED BOX EXTENSION,
AS REQUIRED
#15 ROOFING PAPER BETWEEN GROUT AND
CRUSHED ROCK
GROUT OPENING
MINIMUM 2" THICK
GROUT
ALTERNATE CONDUIT ENTRY
WHERE NUMBER OF BENDS IN
RUN ALLOWS 3"Ø x 30"L PERFORATED PIPE FOR SUMP
DRAIN
SURROUND PIPE 2" EACH SIDE AND 6" AT BASE
WITH PEA GRAVEL.
30"
MIN. CONDUIT DEPTH
MINIMUM INTERIOR BOX DEPTH
REINFORCED CONCRETE COVER
(TO SUIT APPLICATION) WITH
HOLD DOWN BOLTS. LABEL
COVER AS REQUIRED.
PRECAST REINFORCED CONCRETE
BOX. SIZE PER PLANS.
SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.
BELL END, SEAL
OR FOAM (TYP.)
3" DIA DRAIN
HOLE
SEAL OR
FOAM
BELOW TOP
OF SLAB
GRS, TAPE WRAPPED,
OR PVC COATED RISER
TO EQUIPMENT OR BOX
TERMINATION
CONDUIT RUN IS 150' GREATER
TOP OF ELBOW
TOP OF SLAB
FINISH GRADE
TOP OF SLAB/FINISH GRADE
NOTES:
UNDERGROUND CONDUITS AND
TRANSITION TO ABOVE GRADE/SLAB
SHALL BE AS FOLLOWS:
1. PVC ELBOWS ALLOWED IF TOP
OF ELBOW IS MINIMUM 18" BFG
OR BELOW TOP OF SLAB,
OTHERWISE GRS, TAPE
WRAPPED, ELBOWS ARE
REQUIRED.
2. GRS ELBOWS ARE REQUIRED IF
CONDUIT RUN IS 150' GREATER.
3. GRS RISERS ARE REQUIRED
FROM ELBOW BELOW GRADE TO
EQUIPMENT (DEVICE, OUTLET,
PANEL, CABINET, ETC.) ABOVE
GRADE.
4. GRS ELBOWS/RISERS TO BE
TAPED WRAPPED (1/2" LAPPED)
TO 3" ABOVE FINISH GRADE OR
TOP OF SLAB.
TOP OF ELBOW
PVC
PVC
PVC ELBOW
PERMITTED
U.O.N
PVC ELBOW
PERMITTED
U.O.N
24" MIN OR AS
DEEMED BY
APPLICATION
WHICHEVER IS
GREATER
4" 18" MIN
18" MIN
GRS, TAPE WRAPPED,
TO EQUIPMENT OR BOX
TERMINATION
SOIL
CONCRETE
BLDG. PAD
GRS, TAPE WRAPPED,
OR PVC COATED RISER
TO EQUIPMENT OR BOX
TERMINATION
18" MIN AT SLAB
AND 24" MIN AT
FINISH GRADE CONCRETE
BLDG.
PAD/SOIL
GRS, TAPE WRAPPED
CONDUIT RUN IS LESS THAN 150'
PVC
CONDUIT RUN IS
LESS THAN 150'
5 TYPICAL UTILITY TRENCH DETAIL
SCALE:
4 TYPICAL BRANCH CIRCUIT TRENCH DETAIL
SCALE:
CONDUITS
2"
BRANCH CIRCUIT, FEEDER
MIN. 4", ROCK FREE FILL (SAND)
NATIVE SOIL BACKFILL
WARNING TAPE
24"
2"
12" 12" 4" 2"
(MIN)
NOTE: SOIL COMPACTION SHALL BE 95%
COORDINATE UTILITY TRENCH DETAILS WITH UTILITY COMPANIES 18" MIN
54" MIN
NATIVE SOIL BACKFILL
ROCK FREE FILL
AC PAVING,
WHERE OCCURRING
P
FINISHED GRADE
TC
18"
3"
MIN
P PRIMARY
S SECONDARY
T TELEPHONE
C CABLE TV
LEGEND
WARNING TAPE
D
D DISTRIBUTION
12" MIN 12"
G
S
7"
6" MIN
6"
7"
12"R
G GAS, WHERE
OCCURRING
NOTE:
IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDELINES PER THE ABOVE EXAMPLE.
WARNING
ARC FLASH HAZARD
LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
40 inches
CLASS 2
4 - 8 cal/cm²
LOAD SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
20 inches
CLASS 0
0 - 2 cal/cm²
LOCATION: BUS NAME PROTECTIVE DEVICE: UPSTREAM DEVICE
PSE TQS#: #####.# Date Issued: April 2004 Study Rev. :0 9 GROUND BAR DETAIL AT TELEPHONE BACKBOARD
SCALE:
WALL MOUNTED BUS BAR KIT INCLUDES
10"x1/4" COPPER GROUND BAR WITH TAPPED
HOLES, INSULATORS, AND STAND-OFF
BRACKETS.
"MTTB-A": GROUND CONDUCTOR TO MAIN SERVICE GROUND.
"MTTB-B": GROUND CONDUCTOR TO BUS BAR AT "MTTB-A".
*SEE DETAIL 2/E-003 FOR CONDUCTOR SIZING
2-HOLE COMPRESSION
LUG (TYPICAL)
PROVIDE #6 CU INSULATED GREEN
JACK GROUND CABLE. GROUND ALL
METAL EQUIPMENT IN DATA ROOM (I.E.
DATA RACK, LADDER TRAY, CONDUITS,
METAL EQUIPMENTS, ETC). PROVIDE
APPROVED COMPRESSION
CONNECTOR. TYPICAL.
NOTES
1. GALVANIZED ANCHOR BOLTS &
TEMPLATE FURNISHED BY EC;
BOLTS INSTALLED AND
CONCRETE BASE FURNISHED
AND INSTALLED WITH REBAR BY
GC.
2. CONDUIT SHALL BE 3/4" MINIMUM
SIZE AND MINIMUM 24" BELOW
FINISH GRADE
3. TIES SHALL HAVE AT EACH END A
135 DEGREE HOOK BEND WITH A
SIX-BAR DIAMETER BUT NOT
LESS THAN 3 INCH EXTENSION
THAT ENGAGES THE
LONGITUDINAL REINFORCEMENT
AND PROJECTS INTO THE
INTERIOR OF THE STIRRUP OR
HOOP.
4. ADD #6 SOLID UFER GROUND TO
EACH BASE. LOCATE AT 11"X17"
PULL BOX NEXT TO EACH LIGHT
POLE. 3" MINIMUM BETWEEN
STEEL AND BELOW
GRADE OUTSIDE OF
CONCRETE
GALV. ANCHOR BOLT
SIZE & EMBED PER MFR.
TYPICAL OF 4
PROVIDE EASED TOP EDGE W/ 1/2"
RADIUSED CORNERS. SACK AND PATCH
SURFACE TO ACHIEVE A SMOOTH
UNIFORM FINISH.
POLE AND FIXTURE PER
FIXTURE SCHEDULE
3000 PSI CONCRETE BASE
AT 28 DAYS, POUR IN
NATURALLY COPMPACTED
EARTH HOLE FREE LOOSE
OF DIRT OR DEBRIS.
4'-0"
3" MIN. 24"
2'-0"
FINISH GRADE
1-1/2"
1-1/2"
1-1/2"
STEEL BASE COVER W/DRY PACK BELOW
BASEPLATE ATTACH TO POLE WITH SET
SCREW. SPECIAL INSPECTION FOR DRY PACK
BELOW BASEPLATE.
(3)#4 REBAR TIES WITHIN
TOP 5" OF CONCRETE
SEE NOTE 3.
#6 VERTICAL REBAR,
TYPICAL OF 4
STANDARD 180° J-HOOK
AT BOTTOM OF
VERTICAL REBAR,
TYPICAL OF 4
MINIMUM DIAMETER
AND LARGER AS REQ'D
TO MAINTAIN
SPECIFIED MINIMUM
DIMENSIONS
#4 REBAR TIES AT 12" ON
CENTER VERTICALLY,
TYPICAL. SEE NOTE 3.
24" MIN.
INSTALL LUGS IN POLE NEAR HANDHOLE,
BOND GROUND CONDUCTOR TO LUGS.
HAND HOLE
STANDARD 90° HOOK AT
TOP OF VERTICAL
REBAR, TYPICAL OF 4
RETAINING WALL FOUNDATION,
WHERE OCCURS, BLOCK OUT
RETAINING WALL FOUNDATION,
DRILL PIER THROUGH
RETAINING WALL
FOUNDATION
REINFORCEMENT TO
GO AROUND CAISSON
JUNCTION BOX
CEILING LINE
FINISH FLOOR
N.T.S.
1/2"C
CR
SYSTEM NOTES:
1. REFER TO MANUFACTURE'S MANUALS FOR PROPER
INSTALLATION AND WIRING REQUIREMENTS.
2. ALL WIRING SHALL BE PER MANUFACTURER'S
REQUIREMENTS. RECOMMEND TWO SPARE
CONDUCTOR PER PULL.
3. PROVIDE EXACT LOCATION PRIOR TO ROUGH-IN.
4. COORDINATE ALL INSTALLATIONS WITH DOOR
HARDWARE GROUPS, CONTACT LOCATIONS, ETC.
WITH DOOR HARDWARE SPECIFICATIONS PRIOR TO
ROUGH-IN.
MIN 1" CONDUIT
1/2"C
TO ACCESS
CONTROLLER
AND POWER
SUPPLY
ELECTRICAL CONTRACTOR SHALL
PROVIDE SINGLE GANG BACK BOX PER
MANUFACTURER'S REQUIREMENTS.
CARD READER BY OWNER'S VENDOR. ELECTRICAL CONTRACTOR
SHALL PROVIDE CONDUIT
FOR ELECTRIFIED HINGE FOR
CONNECTION TO ELECTRIFIED
LOCK. DEVICES PROVIDED BY
OWNER'S VENDOR.
EH
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-010_ELECTRICAL DETAILS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL DETAILS
E-011
11 MSB MOUNTING DETAIL - ENLARGED
SCALE:
10 MSB MOUNTING DETAIL
SCALE:
1. ELECTRICAL DISTRIBUTION EQUIPMENT OR CABINET.
2. CONCRETE SLAB WHERE OCCURS
3. MINIMUM 3/8" THRU-BOLT SECTION TO SECTION. (TYPICAL)
REFERENCE NOTES
2 1
11 -
3 FACE OF SWITCHBOARD
PAD WITH #4 REBARS AT 16" O.C.
EACH WAY TOP AND BOTTOM.
12" THICK 3000 psi CONCRETE
FACE OF SWITCHBOARD
WASHER TO CONNECT SECTIONS.
PROVIDE 1/2" DIA. THRU BOLT WITH
1-1/2" MAX.
GRAVEL BASE
COMPACTED
SUBGRADE
CONCRETE SLAB WHERE OCCURS.
1/2" DIA. STAINLESS STEEL LONG HILTI
KB-TZ, EMBED 3-1/4" MINIMUM.
PROVIDE (4) AT EACH SECTION.
15 TYPICAL DEVICE INSTALLATION - RATED WALLS
SCALE: 12 TYPICAL DEVICE ADA MOUNTING HEIGHTSSCALE:
TO MATCH DRYWALL DEPTH
TYPE AND PROVIDE RING DEPTH
ARCHITECTURAL PLANS FOR WALL
PLASTER RING. REFER TO
DRYWALL
BETWEEN PLASTER RING &
INSULATING PUTTY TO SEAL
PROVIDE 1/4" BEAD OF
FILL GAP BETWEEN PLASTER RING
AND DRYWALL WITH PLASTER
WRAP FIRESTOP PUTTY PADS OVER ENTIRE
BOX. OVERLAP ON TOP, BOTTOM & SIDES.
OUTLET BOX. REFER TO PLANS
AND SPECIFICATION FOR TYPE,
SIZE & QUANTITY.
WRAP FIRE PUTTY PADS OVER
FITTING
FLOOR
FINISHED
48" MAX
15"MIN
24" MAX
34" MAX
46" MAX
CONTROL
SWITCH, OUTLET
THERMOSTAT,
TOP OF
CONTROL DEVICE
SWITCH, OUTLET,
THERMOSTAT,
TOP OF
OR OTHER DEVICE
COMM OUTLET,
RECEPTACLE,
BOTTOM OF
FIRE PUTTY IS NOT REQUIRED IF
ONLY ONE BOX IS INSTALLED ON
EITHER SIDE OF 100 SF OF WALL.
OUTLET BOXES INSTALLED ON
OPPOSITE SIDES OF FIRE RATED WALLS
SHALL BE SEPARATED BY A HORIZONTAL
DISTANCE OF 24" (CBC 714.3.2
16 METAL PIPE THRU 1-HR OR 2-HR GYPSUM WALL ASSEMBLY
SCALE:
NOTES:
1. MAXIMUM DIAMETER OF OPENING = 32".
2. ANNULAR SPACE IN 1-HR. WALLS = MINIMUM 0", MAXIMUM 1".
3. ANNULAR SPACE IN 2-HR. WALLS = MINIMUM 0", MAXIMUM 2".
4. PENETRANT MAY BE INSTALLED AT AN ANGLE NOT GREATER
THAN 45° FROM PERPENDICULAR.
5 4
3 2 1
F-RATING = 1-HR. OR 2-HR.
T-RATING = 0-HR.
L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ FT.
L-RATING AT 400°F = LESS THAN 1 CFM/SQ FT.
1. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U300, U400, OR V400 SERIES) (1-HR.
OR 2-HR. FIRE-RATING) (2-HR. SHOWN).
2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2" WIDE.
3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER).
B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON OR DUCTILE IRON PIPE.
C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE OR TUBING.
D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT.
E. MAXIMUM 4" NOMINAL DIAMETER EMT.
4. HILTI CP 606 FLEXIBLE FIRESTOP SEALANT:
A. MINIMUM 5/8" DEPTH OF SEALANT FOR A 1-HR. FIRE-RATING.
B. MINIMUM 1-1/4" DEPTH OF SEALANT FOR A 2-HR. FIRE-RATING.
5. MINIMUM 1/2" BEAD HILTI CP 606 FLEXIBLE FIRESTOP SEALANT APPLIED AT POINT OF CONTACT.
SECTION A-A
A
A
FRONT VIEW
5/8 TYPE "X" GYPSUM BOARD; TAPE ALL
JOINTS; GLUE IN PLACE AT BACK.
STUDWALL
ELECTRICAL PANEL OR ACCESSORY
PROVIDE BLOCKING AT TOP AND
LINE ALL SURFACES IN RECESS WITH
BOTTOM
LIGHT FIXTURE OR ASSEMBLY
SOLID BLOCKING
BY MANUFACTURER.
MAINTAIN CLEARANCE AS REQUIRED
JOINTS; GLUE IN PLACE AT TOP.
5/8 TYPE "X" GYPSUM BOARD; TAPE ALL
LINE ALL SURFACES IN RECESS WITH
JOIST BEYOND
TYPICAL DOUBLE STUD PARTITION WITH SOUND ISOLATION
SCHEDULED
PARTITION
(SIMILAR FOR STAGGERED STUDS)
TYPICAL
OUTLET BOX
TYPICAL SINGLE STUD PARTITION WITH SOUND ISOLATION
SCHEDULED
PARTITION
SEALANT AROUND ENTIRE
CONTINUOUS ACOUSTICAL
OUTLET BOX PAD
PERIMETER
MAXIMIZE DISTANCE
WHEREVER POSSIBLE
MINIMUM 24" SEPARATION
GYPSUM BOARD (TYP)
TOP VIEW
OUTLET
BOX
PAD
NOTE: SEPARATE CONDUIT
FOR OUTLET BOXES ON 2
SIDES OF PARTITION. NO
CONTACT BETWEEN THE
STUDS OF THE SEPARATE
PARTITIONS SHALL BE
ALLOWED.
GENERAL NOTES
1. PLACE OUTLET BOXES IN
SEPARATE STUD SPACES.
2. AVOID BACK-TO-BACK OUTLETS
WHEREVER POSSIBLE.
3. PLUG ALL UNUSED KNOCK-OUTS
IN OUTLET BOXES WITH
KNOCK-OUT CAPS.
4. BACKING EQUIPMENT TO BE
"LOWRY'S" OUTLET BOX PADS,
OR APPROVED EQUAL.
5. DEPTH OF OUTLET BOX MUST BE
COMPATIBLE WITH STUD SIZE IN
ORDER TO ACCOMMODATE BOX
PAD.
6. ACOUSTICAL BOX PAD
REQUIREMENT APPLIES TO ALL
PARTITIONS WITH ACOUSTICAL
INSULATION.
7. INSTALLATION IS TYPICAL FOR
ALL OUTLET / BACKBOXES
PROVIDED FOR ALL SYSTEMS.
17 TYPICAL FIRE SEPARATION DETAIL
SCALE:
18 TYP. DEVICE SEPARATION - SOUND RATED PARTITIONS
SCALE:
14 NOT USED
SCALE:
13 NOT USED
SCALE:
REFER TO SCE INSTALLATION
REQUIREMENTS FOR SWITCHGEAR AND
ASSOCIATED CLEARANCES PRIOR TO
INSTALLATION.
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_E-010_ELECTRICAL DETAILS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL DETAILS
E-012
2 1
8 4 5
9 3
42"
AUDIBLE/VISUAL &
VISUAL-ONLY
DEVICES:WALL MOUNTED
APPLIANCES SHALL HAVE
THEIR ENTIRE LENS AT A
HEIGHT ABOVE THE
FINISHED FLOOR OF NOT
LESS THAN 80" AND NO
GREATER THAN 96".
PULL DOWN
PUSH
FIRE ALARM 96" 90"
MINIMUM
MINIMUM
6"
MINIMUM MAXIMUM
80"
FINISHED CEILING
AUDIBLE DEVICES:
WHERE CEILING HEIGHTS PERMIT, WALL
MOUNTED APPLIANCES SHALL HAVE THEIR
TOPS AT HEIGHTS ABOVE FINISHED FLOOR
OF NOT LESS THAN 90" AND BELOW THE
FINISHED CEILINGS OF NOT LESS THAN 6".
FINISHED FLOOR
MANUAL PULL
STATION:
THE OPERABLE
PART OF EACH
MANUAL FIRE
ALARM BOX SHALL
NOT BE LESS THAN
42" ABOVE FINISHED
FLOOR AND NOT
MORE THAN 48".
FIRE ALARM SYSTEM (DEFERRED SUBMITTAL)
DEFERRED SUBMITTAL:
CONTRACTOR SHALL SUBMIT COMPLETE FIRE
ALARM SHOP DRAWINGS TO THE CITY FOR
APPROVAL PRIOR TO START OF WORK.
A
C
P
F
(2) DEDICATED TELEPHONE
LINES TO TEL. BACKBOARD T
24 AMP-HOUR
BATTERY BACK UP
D
A
C
U
DEDICATED (LOCKED HOT) 120V
BRANCH CIRCUIT WITH RED
HANDLE. REFER TO HOUSE
PANEL SCHEDULE FOR BRANCH
CIRCUIT IDENTIFICATION.
FIRE ALARM
CONTROL PANEL
"FACP" LOCATED
IN BUILDING
NOTES
T TAMPER SWITCH. VERIFY LOCATION WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION.
P MANUAL PULL STATION. LOCATE AS REQUIRED PER AUTHORITY HAVING JURISDICTION.
F FLOW SWITCH. VERIFY LOCATION WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION.
B FIRE ALARM BELL AT EXTERIOR OF BUILDING NEAREST FIRE RISER. PROVIDE BRANCH CIRCUIT (VOLTAGE AS INDICATED), LOCKED HOT.
ROUTE (1) 1-1/4" C.O. TO EACH BUILDING FOR FOR FIRE ALARM SYSTEM WIRING (BY OTHERS). PRIOR TO CONDUIT INSTALLATION, VERIFY CONDUIT SIZE/ROUTING WITH FIRE ALARM SYSTEM DESIGN. SEE DEFERRED APPROVAL REQUIREMENTS.
F
B 120V
T
SD P
1. PROVIDE ALL WORK AND MATERIAL REQUIRED FOR A COMPLETE AND OPERATING FIRE ALARM SYSTEM. WORK SHALL INCLUDE (BUT NOT BE LIMITED TO):
A. SYSTEM DESIGN.
B. SUBMITTAL FOR APPROVAL.
C. COMPLETE INSTALLATION AND TESTING.
D. SYSTEM TRAINING FOR OWNER'S REPRESENTATIVE.
E. WARRANTY.
2. FIRE ALARM CONTROL PANEL SHALL BE ADDRESSABLE AND PROVIDED
WITH DIALER (DACT) AND CONNECT TO COMMUNICATIONS SYSTEM AS
REQUIRED TO SEND THREE SEPARATE AND DISTINCT SIGNALS BEING
WATERFLOW, TAMPER AND TROUBLE TO AN APPROVED CENTRAL
STATION. FIRE SPRINKLER RISER WATERFLOW AND/OR VALVE TAMPER
SWITCHES SHALL BE PROVIDED AND INSTALLED BY THE SPRINKLER
SYSTEM CONTRACTOR, AND WIRED BACK TO THE FACP BY THE FIRE ALARM CONTRACTOR. COORDINATE FOR PROPER VOLTAGE. ALL FIRE ALARM COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED.
3. SUBMIT DETAILED FIRE ALARM PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS INCLUDING, BUT NOT NECESSARILY LIMITED TO:
A. CSFM LISTING NUMBERS AND MANUFACTURER MODEL NUMBERS
FOR EVERY SYSTEM COMPONENT, WHICH IS TO BE
INTERCONNECTED AS PART OF THIS PROJECT.
B. SINGLE LINE, RISER AND POINT TO POINT WIRING DIAGRAMS
INCLUDING BATTERY AND VOLTAGE DROP CALCULATIONS FOR THE ENTIRE SYSTEM.
C. INDICATION OF CONDUCTOR TYPE(S) AND SIZES, POWER LIMITED OR NON- POWER LIMITED SYSTEM.
D. LIST OF PROPOSED ZONES FOR ALL INITIATING DEVICES.
E. MATRIX OF SYSTEM OPERATION. F. INFORMATION AS REQUIRED TO
DEMONSTRATE COMPLIANCE WITH APPLICABLE CODE(S) AND GAIN APPROVAL OF AUTHORITY(IES) HAVING JURISDICTION.
4. FIRE ALARM SYSTEM INSTALLATION SHALL NOT BEGIN UNTIL SEPARATE
PERMIT HAS BEEN OBTAINED AND ALL OF THE ABOVE HAS BEEN
ACCEPTED AND SIGNED BY THE AUTHORITY(IES) HAVING JURISDICTION.
AFTER CONSTRUCTION, PROVIDE ACCURATE FIELD RECORD DRAWINGS TO OWNER.
FIRE ALARM DEVICE ELEVATION
PERFORMANCE SPECIFICATION NOTES
#8X1-1/2" WOOD
SCREW AND 1/2"
DIA WASHER MIN.
(3) PER SIDE.
FLUSH
PANELBOARD/CABINET
WOOD STUD
FRAMING, TYP.
MAXIMUM WEIGHT:
300 LBS.
44" MAX
20" MAX, VERIFY
DIMENSION WITH
EQUIPMENT
SUBMITTALS
WOOD STUD WALL FRAMED
1-1/2"
1-1/2"
EQ.
EQ.
CL.
PROVIDE 2X6
BLOCKING
SUPPORT
PROVIDE 2X6
BLOCKING
SUPPORT
5.75" MAX.
27 TYPICAL FIRE ALARM RISER DIAGRAM
SCALE:
FIRST FLOOR
20 COMMUNICATION SYSTEM RISER DIAGRAM
SCALE: NTS
REFERENCE NOTES
1. BUILDING SERVICE / MULTI - METER EQUIPMENT. SEE FLOOR PLANS FOR LOCATION.
2. UNDERGROUND FEEDERS TO UNIT PANELS. SEE FIRST FLOOR PLAN.
3. FEEDERS TO UPPER LEVEL(S) AS APPLICABLE. SEE FLOOR PLANS.
4. UNIT PANEL. SEE FLOOR PLANS FOR LOCATIONS.
5. PANEL FEEDER. SEE SINGLE LINE DIAGRAM.
3 2
23 POWER RISER DIAGRAM
SCALE: NTS
1 REFERENCE NOTES
SECOND FLOOR
TO MAIN SERVICE GROUND.
TO TELEPHONE/CATV UTILITIES.
REFER TO SITE ELECTRICAL PLAN.
(MPOE)
TYPICAL
RESIDENTIAL UNIT .
GENERAL NOTE: SEE ELECTRICAL PLANS FOR COMMUNICATIONS PANEL LOCATION, DEVICE QUANTITY, LOCATION, ETC.
1. MAIN TELEPHONE TERMINAL BACKBOARD, "MTTB". TELEPHONE AND CATV UTILITY MAIN POINT OF ENTRY (MPOE).
2. GROUND BAR. (DETAIL 9/E-010).
3. (1) 2" COMMUNICATION CONDUIT WITH 12.5MM MICRODUCT AND PULL STRING PER UTILITY COMPANY REQUIREMENTS FOR FIBER.
4. CATV SPLITTER AND AMP. (AS REQUIRED). FIELD COORDINATE 120V POWER REQUIREMENT. LOCATE IN RESIDENTIAL COMMUNICATION PANEL WHERE APPLICABLE (SEE NOTE #9).
5. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO EACH OUTLET IN APARTMENT. LABEL EACH CABLES AND PROVIDE ADEQUATE SLACK FOR UTILITY CONNECTION.
6. NOT USED.
7. NOT USED.
8. (1) 4-PAIR, 24 GUAGE CONTINUOUS CABLE (CATEGORY 6) TO EACH OUTLET IN APARTMENT.
9. FLUSH MOUNT RESIDENTIAL COMMUNICATIONS CABINET FOR TV, INTERNET AND VOICE CONNECTION. HUBBELL NET SELECT #NSOBXP28 SERIES OR ENGINEER/ARCHITECT APPROVED EQUAL. PROVIDE WITH HINGED COVER AND 120V DUPLEX RECEPTACLE. REFER TO FLOOR PLAN FOR LOCATION.
10. TYPICAL DATA / TV OUTLET IN COMMON AREA. SEE GENERAL COMMUNICATION PLAN NOTES ON SHEET E-001.
11. UNDERGROUND CONDUITS TO UNIT COMMUNICATION PANELS.
10 SECOND FLOOR
FIRST FLOOR
UTILITY SERVICE
24 NOT USED
SCALE: 21 TYP. FLUSH MOUNTED PANEL/CABINET MOUNTING DETAILSCALE:
(TYPICAL)
11 4 (TYP)
5 (TYP)
MM MONITOR MODULE.
H
LF
AV
T
AV
H
LF
AV AUDIO / VISUAL DEVICE. LOCATE AS REQUIRED PER AUTHORITY HAVING JURISDICTION.
H LOW FREQUENCY HORN STROBE. LOCATE AS REQUIRED PER AUTHORITY HAVING JURISDICTION. LF
ROOF ROOF
UP
UP
UNIT PATIO UNIT PATIO UNIT PATIO
TRASH
ENCLOSURE
3 CY
Garbage
3 CY
Garbage
DS
UP
UP
UNIT PATIO UNIT PATIO UNIT PATIO
PROPERTY BOUNDARY/ LIMIT OF WORK
PROPERTY BOUNDARY/
LIMIT OF WORK
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > SDSD > > > > >
SD SD SD
> > > >
T
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
SD SD SD SD
WM
WM
> > > > > > > > > > > > >
SD
SD > > > > > > >
SD
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
SD SD SD
SD SD
SD SD SD SD SD SD
SD
SD
> > > > >
> > > > >
SD
WM
SD
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
SD SD SD
SD SD SD
W W
IR IR IR IR IR IR
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
WM
WM
WM
WM
WM
EB
EB
E
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W
W W W
W W W
W W W
W W W
EVR EVR EVR EVR EVR EVCS EVCS
EVR EVR
EVR#4&5 EVR#3 EVR#1&2 EVCS#2 EVCS#1
EVR#6&7
1 3
"MSB"
"MTTB-A"
4 8
5 (E) PP
(E) PP
5 9
13 14 (TYP. OF 3) (TYP. OF 2) 15
18 "EV"
EV-5/7
EV-1/3
EV-14/16,18/20 EV-10/12 EV-2/4,6/8
EV-22/24,28/30
6 9
19 (TYPICAL)
16 17
"HP2"
"P102"
"P100"
"P106"
"P200"
"P202"
"P200"
"P204"
"P104"
"P202"
20 "CB202"
"CB200"
"CB200"
"CB202" "CB204"
21 (TYPICAL)
"CB100"
"CB106" "CB104"
"CB102"
10 22
11 23
EH
CR
24 24
J
25 7
12 3 "MTTB-B"
C
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_ES-101_ELECTRICAL SITE POWER PLAN.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C C LI F A
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25
1. BUILDING MAIN SWITCHGEAR. SEE SINGLE LINE DIAGRAM ON SHEET E-003.
2. LOCATE BUSSED EXTENSION BEHIND WALL BETWEEN DOORS SO THAT THE
MAIN CIRCUIT BREAKER AND ALL METERS MAINTAIN THE REQUIRED WORKING SPACE CLEARANCES THROUGH THE PAIRS OF DOUBLE DOORS.
3. BUILDING MAIN TELEPHONE BACKBOARD.
4. SOUTHERN CALIFORNIA EDISON (SCE) TRANSFORMER. PROVIDE 94"X72" PAD AND BOLLARDS AS SHOWN ON THE SCE CONSTRUCTION DRAWINGS.
5. EXISTING UTILITY POLE AND OVERHEAD LINES TO REMAIN.
6. EXISTING SCE MANHOLE/VAULT TO REMAIN AND BE MAIN POINT OF INTERCONNECTION PER SCE CONSTRUCTION DRAWINGS.
7. FIELD VERIFY IF EXISTING PRIMARY CONDUIT STUB EXISTS OUT OF VAULT. IF NOT, PROVIDE NEW CONNECTION TO VAULT PER SCE REQUIREMENTS.
8. (1) 5" PRIMARY CONDUIT STUB TO SCE MAIN POINT OF CONNECTION PER SCE CONSTRUCTION DRAWINGS.
9. (2) 5" SECONDARY CONDUIT STUBS TO BUILDING MAIN SERVICE PER SCE CONSTRUCTION DRAWINGS.
10. EXISTING CHARTER VAULT TO BE REMOVED AND RELOCATED OUTSIDE OF THE DRIVE APRON. PROVIDE NEW 2'X3' VAULT PER UTILITY COMPANY REQUIREMENTS.
11. PROVIDE (1) 2" CONDUIT (CHARTER) FROM "MTTB" TO UTILITY POINT OF CONNECTION PER UTILITY COMPANY REQUIREMENTS.
12. PROVIDE (3) 2" CONDUITS AND (1) 1" CONDUIT WITH PULL ROPE BETWEEN
BUILDING A AND BUILDING B COMM ROOMS FOR UTILITY AND OWNER'S LOW VOLTAGE WIRING.
13. PROVIDE 208/240V, 20 AMPERE MINIMUM BRANCH CIRCUIT AND POST
MOUNTED RECEPTACLE FOR USE BY AN EV DRIVER TO CHARGE THEIR VEHICLE [ORANGE OUTLET #115620-0-A MOUNTED TO MANUFACTURER'S POST WITH WEATHERPROOF WHILE-IN-USE COVER OR APPROVED EQUAL].
14. PROVIDE (2)208/240V, 20 AMPERE MINIMUM BRANCH CIRCUITS AND POST
MOUNTED RECEPTACLES FOR USE BY AN EV DRIVER TO CHARGE THEIR VEHICLE [(2)ORANGE OUTLETS #115620-0-A MOUNTED TO EITHER SIDE OF
MANUFACTURER'S POST WITH WEATHERPROOF WHILE-IN-USE COVERS OR APPROVED EQUAL].
15. PROVIDE SINGLE PORT ELECTRIC VEHICLE CHARGING STATION (EVCS) ON PEDESTAL. PROVIDE (1) CHARGING STATION, 30A, 7.2KW OUTPUT, 18' CHARGING CABLE, HARD WIRED CHARGING STATION [CHARGE POINT CT4000 SERIES OR APPROVED EQUAL].
16. DEDICATED SPACE FOR SOLAR AC DISCONNECT(S). 120/208V, 200A SWITCH RATED (UNDER DEFERRED SUBMITTAL).
17. SOLAR METER SOCKET. RATED FOR 200A, 120/208V (UNDER DEFERRED SUBMITTAL).
18. EV PANELBOARD. SEE SINGLE LINE DIAGRAM ON SHEET E-003.
19. APPROXIMATE LOCATION OF ELECTRICAL PANEL. SEE ELECTRICAL FLOOR PLANS FOR EXACT LOCATION.
20. PROPOSED FEEDER CONDUIT ROUTING TO COME UP WITHIN EXTERIOR
BUILDING WALL, TRAVEL UP INTO THE ACCESSIBLE ATTIC AND THEN OVER TO THE RESPECTIVE PANEL. FIELD VERIFY EXACT ROUTING PRIOR TO ROUGH-IN.
21. APPROXIMATE LOCATION OF COMMUNICATIONS BOX. SEE ELECTRICAL FLOOR PLANS FOR EXACT LOCATION.
22. PROVIDE NEW 2'X3' FRONTIER VAULT PER UTILITY COMPANY REQUIREMENTS. CONFIRM WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION.
23. PROVIDE (1) 4" CONDUIT (FRONTIER) FROM "MTTB" TO UTILITY POINT OF CONNECTION AT EXISTING UTILITY POLE PER FRONTIER REQUIREMENTS.
24. PROVIDE (1) 1/2" CONDUIT STUBBED TO ACCESS CONTROL PANEL (SEE SHEET E-102 FOR LOCATION) FOR CARD READER / ELECTRIFIED HINGE PER MANUFACTURER'S REQUIREMENTS.
25. FLUSH MOUNT SINGLE GANG JUNCTION BOX WITH (1) 3/4" CONDUIT HOME RUN TO BUILDING 1 COMM ROOM (SEE SHEET E-102 FOR LOCATION) AND (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) PER
MANUFACTURER'S REQUIREMENTS. CONFIRM EXACT LOCATION AND
CONNECTION REQUIREMENTS OF ALL SECURITY CAMERAS WITH SECURITY VENDOR PRIOR TO ROUGH-IN. SEE CCTV BOD ON SHEET E-004.
SITE POWER PLAN ES-101 SCALE: 1/8" = 1'-0"
1 GENERAL SITE PLAN NOTES
A. UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS:
SCE: JOSEPH THOMAS
[email protected]
(909) 257-5940
CHARTER: BRIAN HAMMER FRONTIER: JASON EISEL
[email protected] [email protected]
(805) 263-5429 (805) 233-1472
B. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE
STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION.
C. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN
PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT
UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO
EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF
UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT.
D. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING.
E. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY
ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK.
F. THOMA HAS CONTACTED EACH OF THE ABOVE UTILITIES IN AN EFFORT TO
REFLECT THE UTILITY WORK THAT WILL BE REQUIRED AS PART OF THIS PROJECT. WHERE A UTILITY PLAN HAS BEEN MARKED UP AND SENT BACK TO
OUR OFFICE WITH A UTILITY REQUIREMENT, IT HAS BEEN REFLECTED ON THE PLANS. IF PLANS WERE NOT RECEIVED BACK FROM A UTILITY, WE HAVE INDICATED OUR BEST ESTIMATION OF THEIR REQUIREMENTS.
ELECTRIC UTILITY (SCE)
AN ESTIMATE ONLY
BASED ON SITE VISIT WITH
REP 2024-12-19.
ELECTRIC UTILITY (CHARTER)
AN ESTIMATE ONLY
BASED ON SITE VISIT WITH
REP ON 2025-01-21.
ELECTRIC UTILITY (FRONTIER)
AN ESTIMATE ONLY
BASED ON PLAN RECEIVED
ON 2025-02-12.
SITE POWER PLAN
ES-101
REFERENCE NOTES
UP
UP
UNIT PATIO UNIT PATIO UNIT PATIO
TRASH
ENCLOSURE
3 CY
Garbage
3 CY
Garbage
DS
UP
UP
UNIT PATIO UNIT PATIO UNIT PATIO
PROPERTY BOUNDARY/ LIMIT OF WORK
PROPERTY BOUNDARY/
LIMIT OF WORK
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > >
T
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > >
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
JT
JT JT
IR IR IR IR IR IR
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT WM
WM
WM
WM
WM
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W
W W W
W W W
W W W
W W W
S1
S1
S1
NOTE: REFER TO ELECTRICAL
FLOOR PLANS FOR 1ST FLOOR
BUILDING MOUNTED
LIGHT LOCATIONS
S1
2 1
"LCP"
HP2-1
(LCP-R1)
4 3
S3
5 "HP2"
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_ES-102~104_SITE LIGHTING PLAN.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
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NO. 20823
E L
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FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25
1. LOCATION OF HOUSE PANEL "HP". SEE ELECTRICAL FLOOR PLANS.
2. LOCATION OF LIGHTING CONTROL PANEL "LCP". SEE ELECTRICAL FLOOR PLANS.
3. ROUTE BRANCH CIRCUIT THROUGH LIGHTING CONTROL PANEL. REFER TO SHEET E-005 FOR LIGHTING CONTROL PANEL DETAIL AND SHEET E-004 FOR PANEL "HP" PANEL SCHEDULE.
4. PROVIDE 11"X17" PULLBOX FLUSH IN GRADE. LABEL LID "LIGHTING". SEE DETAIL 3/E-010.
5. MOUNT LIGHT FIXTURE TO CEILING OF TRASH ENCLOSURE COVER.
SITE LIGHTING PLAN ES-102 SCALE: 1/8" = 1'-0"
1 SITE LIGHTING PLAN
ES-102
REFERENCE NOTES
TRASH
ENCLOSURE
3 CY
Garbage
3 CY
Garbage
DS
UP
UP
UNIT PATIO UNIT PATIO UNIT PATIO
PROPERTY BOUNDARY/ LIMIT OF WORK
PROPERTY BOUNDARY/
LIMIT OF WORK
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > >
T
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > >
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
JT
JT JT
IR IR IR IR IR IR IR IR
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT WM
WM
WM
WM
WM
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W
W W W W W W
W W W W W
W W W W W
W W W W W
CALCULATION SHOWN AT 20'
BEYOND PROPERTY LINE
CALCULATION SHOWN AT 20'
BEYOND PROPERTY LINE
CALCULATION SHOWN AT
PROPERTY LINE ADJACENT
TO RESIDENTIAL
PROPERTIES
3.8 3.1
2.9 2.9
2.3 1.5
1.2 3.8
3.9 3.9
3.8 3.9
3.8 3.4
3.1 2.9
2.5 2.4
2.7 3.1
3.3 3.6
3.8 3.6
3.3 3.0
2.8 2.7
2.4 2.2
2.0 1.7
2.4 2.4
2.8 2.4
2.8 3.2
2.9 2.4
2.7 3.2
3.6 2.7
3.1 3.0
3.0 2.7
3.0 2.6
3.4 2.4
3.6 3.0
2.9 3.5
3.5 2.7
2.9 2.1
2.3 1.6
2.0 1.8
1.1 2.0
1.8 1.6
2.1 1.9
2.0 2.2
2.1 2.4
2.4 2.5
2.3 2.8
2.8 3.1
2.6 3.2
2.6 3.2
3.0 3.4
2.8 3.4
2.8 3.3
2.7 3.1
2.6 2.9
2.3 2.5
2.1 2.2
2.1 2.3
2.8 3.2
2.7 2.1
2.2 2.3
3.0 3.4
3.1 2.2
2.7 2.8
2.9 2.3
2.8 2.4
2.7 2.3
2.8 1.9
2.6 2.1
2.7 2.0
3.0 1.9
2.4 2.3
3.1 1.8
2.2 1.9
2.4 1.4
1.4 1.3
0.8 2.4
2.4 1.1
1.2 1.5
1.6 2.3
2.5 0.8
1.0 0.6
0.8 0.4
0.6 0.3
0.4 1.5
1.6 2.0
1.5 1.7
2.1 2.4
1.7 1.8
2.2 2.5
2.9 2.1
2.4 2.8
3.4 2.6
2.9 3.6
2.7 2.7
3.9 4.1
3.6 2.7
0.1 0.2
0.3 0.3
0.4 0.4
0.5 0.5
0.5 0.5
0.6 0.6
0.7 0.6
0.6 0.5
0.6 0.6
0.6 0.6
0.6 0.5
0.5 0.5
0.4 0.3
0.3 1.0 2.1 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.2 0.2 0.3 0.5 0.6 0.8 1.4 2.1 2.0 1.3 1.0 0.9 0.9 1.0 1.4 2.0 2.0 1.3 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0
0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 2.0
1.8 1.5
1.6 2.0
2.8 2.4
2.1 1.8
1.8 1.9
2.3 2.0
2.2 2.2
2.1 2.0
2.2 1.8
2.1 2.0
2.0 2.0
2.3 2.3
2.0 1.7
1.7 1.9
2.6 2.2
1.9 1.5
1.4 1.7
2.4 1.4
1.4 1.3
1.2 1.3
1.5 0.8
1.0 1.1
1.0 1.0
1.1 0.5
0.5 0.6
0.6 0.6
0.7 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_ES-102~104_SITE LIGHTING PLAN.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26
R
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NO. 20823
E L
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HOM
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A
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RO P D
NA
FESSIO L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25
SITE LIGHTING PHOTOMETRIC PLAN ES-103 SCALE: 1/8" = 1'-0" 1 SITE LIGHTING
PHOTOMETRIC PLAN
ES-103
PARKING LOT
AVERAGE: 1.7 FC
MAX: 2.8 FC
MIN: 0.5 FC
MAX/MIN: 5.6:1
AVG/MIN: 3.4:1
WALKWAY
AVERAGE: 2.4 FC
MAX: 3.7 FC
MIN: 0.3 FC
MAX/MIN: 12.3:1
AVG/MIN: 8.0:1
BREEZEWAY
AVERAGE: 3.0 FC
MAX: 4.0 FC
MIN: 1.2 FC
MAX/MIN: 3.3:1
AVG/MIN: 2.5:1
PHOTOMETRIC STATISTICS
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\_24-8099_ES-102~104_SITE LIGHTING PLAN.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
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F
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SIO
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NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 SITE LIGHTING FIXTURE CUT SHEETS ES-104
4 FIXTURE TYPE S3 CUT SHEET
SCALE: NTS
5 FIXTURE TYPE S4 CUT SHEET
SCALE: NTS
1 FIXTURE TYPE S1 & S2 CUT SHEET
SCALE:
2 FIXTURE TYPE S1 & S2 POLE CUT SHEET
SCALE: NTS
3 NOT USED
SCALE:
UP
UP
DS
DS
DS
DS DS
DS
DS
DS DS
1 245
6 AABBCCDDEEFF
3 2.5
W
D
UP
UP
1 245
6 AABBCCDDEEFF
3 2.5
UNIT PATIO UNIT PATIO UNIT PATIO
UNIT 102
UNIT 100
UNIT 104 UNIT 106
COMMUNITY ROOM
ENTRY
OFFICE
RR
LAUNDRY
P100
OFFICE
OFFICE
P102
P104 P106
1,2
E-103
3-
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
UNIT 200
UNIT 202 UNIT 204
UNIT 200
UNIT 202
P200
P202 P204
P202
P200
W1
W1
W1
W1
11 11
1 1
1 1
1 6
7 66
8 8
7 HP2-3
(LCP-R2)
HP2-3
(LCP-R3)
HP2-5
(LCP-R4)
"LCP"
"HP2"
3 45
HP1-1
10 HPA
10 HPB 10 HPB 10 HPA
10 HPA
10 HPA
10 HPA 10 HPA
10 HPA
12 CP1
HP1-10
11 WH1
11 WHA
11 WHA
HP1-2/4
HP1-6/8
HP1-
14/16/18
CB104 CB106
CB100
CB102
CB202
CB200
CB200 CB202 CB204
CR
EH
14 CR
EH
14 CR
EH
14 CR
EH
14 CR
EH
14 CR
EH
14 EH CR
14 EH
EH
CR
CR
14 14
J
1 J1
J
1 JJ
J
1 J
1 J
1 HP2-6
3 "MTTB-B"
"MTTB-A"
16 15
2-
1 1
B
AA
B
AC
C
A
2 "MSB" 4 "EV" 94 "HP1"
A3
HP1-3
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:06pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-101_GROUND FLOOR ELECTRICAL PLAN.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
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NA
F
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SIO
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NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 GROUND AND SECOND FLOOR ELECTRICAL PLANS E-101
REFERENCE NOTES
1. REFER TO TYPICAL UNIT PLANS ON SHEETS E-201 THROUGH E-205 FOR INTERIOR ELECTRICAL LAYOUTS.
2. MAIN SWITCHBOARD "MSB". SEE SINGLE LINE DIAGRAM ON SHEET E-003.
3. MAIN TELEPHONE BACKBOARD. PROVIDE 8' TALL X 3/4" THICK FIRE RETARDANT PLYWOOD ON WALLS AS SHOWN. SEE DETAIL 9/E-010 FOR GROUND BAR DETAIL.
4. ELECTRICAL PANELBOARD. SEE SINGLE LINE DIAGRAM ON SHEET E-003.
5. LIGHTING CONTROL PANEL "LCP". SEE LIGHTING CONTROL PANEL DIAGRAM ON SHEET E-005.
6. ROUTE BRANCH CIRCUIT THROUGH LIGHTING CONTROL PANEL. SEE DIAGRAM ON SHEET E-005.
7. UP TO LIGHT FIXTURE ON UPPER FLOOR.
8. DOWN TO LIGHT FIXTURE ON LOWER FLOOR.
9. SPACE RESERVED FOR SOLAR EQUIPMENT. SEE SINGLE LINE DIAGRAM ON SHEET E-003.
10. PROVIDE LINE VOLTAGE CONNECTION TO OUTDOOR MECHANICAL UNIT.
ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH MECHANICAL PLANS AND PROVIDE 2-POLE, NEMA 3R FUSIBLE
DISCONNECT PER MANUFACTURER'S REQUIREMENTS. BRANCH
CIRCUIT SHALL HOME RUN TO ASSOCIATED UNIT PANEL.
11. PROVIDE LINE VOLTAGE CONNECTION TO WATER HEATER. ELECTRICAL
CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH PLUMBING PLANS AND PROVIDE 2-POLE DISCONNECT OR LOCKABLE CIRCUIT BREAKER.
12. PROVIDE LINE VOLTAGE CONNECTION TO HOT WATER RE-CIRCULATION PUMP. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT
LOCATION WITH PLUMBING PLANS AND PROVIDE 2-POLE DISCONNECT OR LOCKABLE CIRCUIT BREAKER. COORDINATE EXACT CONNECTION REQUIREMENTS WITH PUMP PRIOR TO ROUGH-IN.
13. PROVIDE LINE VOLTAGE CONNECTION TO WATER HEATER. ELECTRICAL
CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH PLUMBING PLANS AND PROVIDE 3-POLE DISCONNECT OR LOCKABLE CIRCUIT BREAKER.
14. SEE BOD ON SHEET E-004 AND DETAIL 6/E-010 FOR ACCESS CONTROL ROUGH-IN INFORMATION.
15. CHARTER SMALL MDU BOX (12"X12"X9") PER UTILITY COMPANY REQUIREMENTS.
16. CHARTER MEDIUM MDU BOX (18"X12"X9") PER UTILITY COMPANY REQUIREMENTS.
GROUND FLOOR ELECTRICAL PLAN E-101 SCALE: 1/8" = 1'-0"
1 ELECTRICAL ROOM PLAN E-101 SCALE: 1/4" = 1'SECOND FLOOR ELECTRICAL PLAN 3 E-101 SCALE: 1/8" = 1'-0" 4
ENLARGED
COMMUNICATION NOTES 1. FLUSH MOUNT SINGLE GANG JUNCTION BOX WITH (1) 3/4" CONDUIT HOME RUN TO BUILDING 1 COMM ROOM (SEE SHEET E-102 FOR
LOCATION) AND (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE
(CATEGORY 6) PER MANUFACTURER'S REQUIREMENTS. CONFIRM
EXACT LOCATION AND CONNECTION REQUIREMENTS OF ALL
SECURITY CAMERAS WITH SECURITY VENDOR PRIOR TO ROUGH-IN.
SEE CCTV BOD ON SHEET E-004.
X
AT COMM ROOM E-101 SCALE: 1/4" = 1'-0"
2 LIGHTING PLAN
W
D
UP
AB
COMMUNITY ROOM
ENTRY
OFFICE
RR
LAUNDRY
OFFICE
OFFICE
nD
nD
nDOS
nD
n2D
nOS
nPP
OS
nD
nPP nPP
T24
nOS
nPP
nPP
T24
nPP
nPP
nPP
T24
nD
nOS
nPP
A1 A1
A1 A1
A1
A1
A1
A1 A1
A1 A1
3 3
nOS
PC
nPP
C5
C5 C5 C5
C5
C5 C5 C5 C5
C5
C5
C5 C5
C5
C5
C5
C5
C5 C5 C5
3 C5 C5 C5
C5
C5 C5 C5
C5 C5 C5
(EM)
(EM)
nPP
T24
3 (EM)
(EM)
D1
D1
D1
D1
(EM)
D1
(EM)
A2
V1
X1
X2 X1
X1
77 7 7
77 7
7 7
7 7
7 7
77 7
77 7
7 7
7 C5
C5
C5
2P
OS
EF
6 SF
7 7
7 SF
7 SF
7 7 SAF1
SAF2
SAF3
EF1
COMM
A27
W
D
UP
AB
M,G
G,WP
"LCP" "HP2"
COMMUNITY ROOM
ENTRY
OFFICE
RR
LAUNDRY
OFFICE
OFFICE
44 G
4 4
21 15 15
13 15
13 15
13 13
HP2-17 HP2-19
HP2-21
HP2-23
HP2-14 HP2-16/18
17 17
17 17
25 25
23 23 23
23 23 23 21
21 21
21 19
19 19
19 5 FC
3C
5 FC2
5 FC
3B
5 FC
3A
5 FC1
J 27 8
9 HP19 HP29 HP3
HP2-20/22 HP2-24/26 HP2-28/30
15 TV
TV
TV 13
TV
23 TV
TV
1 (TYPICAL)
2 (TYPICAL)
10 "FACP"
B 11
TF 12
29 13
G,WP
HP2-
13,15
14 HP2-4
CR
EH
EH
EH
CR
CR
15 15
15 CR
EH
15 EH
CR
15 CR
EH
15 COMM
3 J
J
3 J
33 J
3 J
3 J
HP2-6
G
25 16
B
A
D
D
D
C
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-102_ENLARGED ELECTRICAL PLANS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ENLARGED ELECTRICAL PLANS
E-102
REFERENCE NOTES
1. ELECTRICAL HOUSE PANEL "HP2". SEE SINGLE LINE DIAGRAM ON SHEET E-003.
2. LIGHTING CONTROL PANEL "LCP". SEE LIGHTING CONTROL DIAGRAM ON SHEET E-005.
3. DOWN TO CONTROLLED RECEPTACLES. SEE POWER FLOOR PLAN FOR CONTINUATION.
4. UP TO CONTROLLED RECEPTACLE POWER PACK. SEE LIGHTING PLAN FOR CONTINUATION.
5. INDOOR WALL MOUNTED FAN COIL POWERED BY OUTDOOR UNIT.
POWER AND CONTROL WIRING BY MECHANICAL CONTRACTOR PER
MECHANICAL PLANS.
6. PROVIDE LINE VOLTAGE CONNECTION TO EXHAUST FAN PER
MECHANICAL PLANS.
7. PROVIDE LINE VOLTAGE CONNECTION TO SUPPLY FAN PER
MECHANICAL PLANS.
8. PROVIDE LINE VOLTAGE CONNECTION TO IRRIGATION CONTROLLER.
CONFIRM EXACT LOCATION WITH IRRIGATION PLANS PRIOR TO
ROUGH-IN.
9. PROVIDE LINE VOLTAGE CONNECTION TO OUTDOOR MECHANICAL UNIT.
ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH MECHANICAL PLANS AND PROVIDE 2-POLE, NEMA 3R FUSIBLE
DISCONNECT PER MANUFACTURER'S REQUIREMENTS.
10. FIRE ALARM CONTROL PANEL "FACP".
11. PROVIDE 120V CONNECTION TO SPRINKLER BELL. CONFIRM EXACT LOCATION WITH FIRE SPRINKLER PLANS.
12. PROVIDE CONNECTION TO TAMPER AND FLOW SWITCH (PROVIDED BY OTHERS) AT FIRE RISER. CONFIRM FIRE RISER LOCATION WITH FIRE SPRINKLER PLANS.
13. NOT USED.
14. PROVIDE DATA OUTLET AND LINE VOLTAGE CONNECTION TO ACCESS CONTROL PANEL.
15. SEE BOD ON SHEET E-004 AND DETAIL 6/E-010 FOR ACCESS CONTROL ROUGH-IN INFORMATION.
16. LOCATE BENEATH SINK FOR CONNECTION TO SINK FAUCET.
COMMUNITY CENTER LIGHTING FLOOR PLAN E-102 SCALE: 1/4" = 1'-0"COMMUNITY CENTER ELECTRICAL FLOOR PLAN 1 E-102 SCALE: 1/4" = 1'2
NOTE: REFER TO OVERALL FLOOR PLANS FOR
EXTERIOR BUILDING MOUNTED LIGHT LOCATIONS
NOTE: LIGHTING CONTROL POWER PACKS HAVE BEEN
SHOWN DIAGRAMATICALLY FOR CLARITY AND SHALL
BE LOCATED WITHIN ACCESSIBLE CEILING SPACE.
COORDINATE WITH ARCHITECTURAL PLANS FOR
ACCESS HATCH LOCATION(S).
COMMUNICATION NOTES 1. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO MEDIA CENTER.
2. (2) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) TO MEDIA CENTER.
3. FLUSH MOUNT SINGLE GANG JUNCTION BOX WITH (1) 3/4" CONDUIT HOME RUN TO BUILDING 1 COMM ROOM AND (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) PER MANUFACTURER'S
REQUIREMENTS. CONFIRM EXACT LOCATION AND CONNECTION
REQUIREMENTS OF ALL SECURITY CAMERAS WITH SECURITY VENDOR PRIOR TO ROUGH-IN. SEE CCTV BOD ON SHEET E-004.
X
M,G 25
HP2-25
DS
DS
DS
DS DS
1 24
55 6
AABBCCDDEEFF
3 2.5
4" / 1'-0"
4" / 1'-0" 4" / 1'-0"
4" / 1'-0" 4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
12 4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-121_ ELECTRICAL ROOF PLAN.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 ELECTRICAL ROOF PLAN
E-121
REFERENCE NOTES
1. PROPOSED SOLAR PANEL LOCATIONS. ACTUAL LOCATIONS SHALL BE
PER APPROVED SOLAR PLANS AND COORDINATED WITH
ARCHITECTURAL, MECHANICAL AND PLUMBING PLANS TO AVOID
CONFLICTS. SEE SINGLE LINE DIAGRAM ON SHEET E-003.
2. CODE REQUIRED SETBACK AREA.
ELECTRICAL ROOF PLAN E-121 SCALE: 1/8" = 1'
1 BEDROOM
CL
BATHROOM
KITCHEN
LIVING ROOM
D
D
D
V
D
R1 R1
R1 R1
R1
R1 R1 R1
R1 R1
R1
R4
R2
R3
11 13 EF
R1
EFA
14 BEDROOM
CL
BATHROOM
KITCHEN
LIVING ROOM
TV
SDCO
SDCO M,G
M,G
M,G G M,G M,G
TV
M,G
TC
9 TYP.
2 3
12 103
1 456
78 12 FC
A1
12 FC
A2
1 WP,G
WP,G
T
10 G 15
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-201_TYPICAL UNIT 1A PLANS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 TYPICAL UNIT 1A PLANS
E-201
REFERENCE NOTES
TYPICAL UNIT 1A ELECTRICAL FLOOR PLAN E-201 SCALE: 1/4" = 1'-0"TYPICAL UNIT 1A LIGHTING FLOOR PLAN 1 E-201 SCALE: 1/4" = 1'-0"2
1. UNIT PANELBOARD. SEE TYPICAL UNIT PANEL SCHEDULE ON THIS SHEET. SEE DETAIL 23/E-010.
2. UNIT COMMUNICATIONS (TEL/CATV) DISTRIBUTION BOX. SEE DETAIL 20/E-010. FLUSH MOUNT AT +24". PROVIDE 120V RECEPTACLE WITHIN MEDIA CENTER.
3. DOOR BELL (PUSHBUTTON, TRANSFORMER, AND CHIME). MOUNT
TRANSFORMER HIGH ON WALL (IN ACCESSIBLE LOCATION) IN
CLOSET. IN UNITS DESIGNATED FOR HEARING IMPAIRED, SYSTEM SHALL HAVE A VISUAL COMPONENT. VERIFY EXTERIOR DOOR
LOCATION PER BUILDING PLANS FOR PUSHBUTTON LOCATION.
4. PROVIDE A DEDICATED CIRCUIT AND MOUNT RECEPTACLE AT +42" FOR REFRIGERATOR.
5. MOUNT BELOW COUNTER FOR CONNECTION TO ELECTRIC
RANGE/OVEN. VERIFY EXACT CONNECTION REQUIREMENTS WITH
EQUIPMENT PRIOR TO ROUGH-IN.
6. MOUNT ONE RECEPTACLE FOR MICROWAVE / HOOD ABOVE AND ONE
RECEPTACLE BELOW COUNTER FOR CONNECTION TO GAS
RANGE/OVEN.
7. LOCATE BELOW SINK FOR DISHWASHER.
8. PROVIDE A DEDICATED CIRCUIT, MOUNT SWITCHED RECEPTACLE BELOW SINK, AND MOUNT SWITCH ABOVE COUNTER FOR DISPOSAL.
9. 120V STAND ALONE SURFACE MOUNT COMBINATION SMOKE/CO
DETECTOR WITH BATTERY BACK-UP (NON-SYSTEM). INTERCONNECT
SO DETECTION BY ANY DETECTOR CAUSES ALL DETECTORS IN UNIT TO ALARM. IN UNITS DESIGNATED FOR HEARING IMPAIRED, DEVICES SHALL HAVE A VISUAL COMPONENT. COMBINATION SMOKE/CO
DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL2034 AND UL217.
10. WALL-MOUNTED THERMOSTAT SHOWN FOR REFERENCE ONLY.
REFER TO MECHANICAL PLANS FOR EXACT LOCATION. ELECTRICAL
CONTRACTOR SHALL COORDINATE WITH MECHANICAL
CONTRACTOR FOR REQUIRED INTERCONNECTION SCHEME TO
MECHANICAL SYSTEM WITHIN TYPICAL LIVING UNIT.
11. PROVIDED ASTRONOMICAL TIME SWITCH (LEVITON VPT24 SERIES OR APPROVED EQUAL).
12. INDOOR WALL MOUNTED FAN COIL POWERED BY OUTDOOR UNIT.
POWER AND CONTROL WIRING BY MECHANICAL CONTRACTOR PER
MECHANICAL PLANS.
13. PROVIDE LINE VOLTAGE CONNECTION (CONSTANT HOT AND
SWITCHED HOT) TO EXHAUST FAN PER MECHANICAL PLANS. SWITCH TO CONTROL HIGH FAN SPEED VS. LOW FAN SPEED.
14. PROVIDE COMBINATION LIGHT/RECEPTACLE DEVICE WITH MANUAL PULL STRING ABOVE ATTIC ACCESS FOR MECHANICAL EQUIPMENT.
15. LOCATE BENEATH SINK FOR CONNECTION TO SINK FAUCET.
NOTE: ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING TYPE
RECEPTACLES WITHIN DWELLING UNITS SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES PER CEC ARTICLE 406.12(1).
COMMUNICATION NOTES 1. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO MEDIA CENTER.
2. (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) TO MEDIA CENTER.
X
POLE
CB
AMP
11795
SEE
NOTE
CKT DESCRIPTION 13# DESCRIPTION WIRE
SIZE
# SIZE
WIRE
#
POLE
CB
AMP
128
106
CKT 24#
NOTE 200A BUS, 120/208V, 1Ø, 3W, 125A MAIN FLUSH MOUNT, NEMA 1 SEE 24 FULL SIZE PLUG-IN CB SPACES LOCATION: SEE PLANS 1
20 1
13 14
15 16
17 18
20 1
20 1
20 1
20 1,2
1,2
1,2
LIGHTS / PLUGS
LIGHTS / PLUGS
12 12
REFRIGERATOR 12
MICROWAVE / HOOD
DISPOSAL
12 1
20 19 20
50 LIGHTS / PLUGS
(N) LOAD CENTER
TYPICAL
R - KITCHEN APPLIANCE
1 128
22 WITH EQUIP'T GND BUS
20 2 12 "
ELECTRIC RANGE
23 2
8 2
R - KITCHEN APPLIANCE
2 1
20 12 1
20 21
23 22
24 12
SPACE
*22KAIC OR 10KAIC - REFER TO SLD
FOR PANEL & BRANCH CB'S AIC RATING
1 20 12 1,2
2 SMOKE DETECTORS
AND CARBON MONOXIDE
20 1 12
DISHWASHER 12
R - BATHROOMS
UNIT 1A
PANEL SCHEDULE NOTES
1. CALCULATED LOAD BASED ON GENERAL LIGHTING/POWER ALLOWANCE PER CEC 220.12 (3.0 W/SF).
REFER TO RESIDENTIAL LOAD ESTIMATE ON THIS SHEET FOR DEMAND CALCULATIONS.
2. "AFCI" BREAKER REQUIRED.
3. VERIFY LOAD, CB, AND CONDUCTOR SIZE WITH EQUIPMENT.
4. PROVIDE SURGE PROTECTION DEVICE PER CEC 230.67.
SPACE 12 HVAC - HEAT PUMP 2
20 3
12 "
SURGE PROTECTION DEVICE
2 30
4 "
SPACE
SPACE
SPACE
SPACE
SPACE
DS
KITCHEN
BEDROOM BATHROOM CL
LIVING
M,G
G M,G 56 7 8 4 M,G
M,G
TV
12 TV
1 2
3 T
C
3 3
SDCO
SDCO
9 TYP.
M,G
M,G
12 FC
A1
12 FC
A2
M,G
1 WP,G
WP,G
10 T
10 G
14 DS
KITCHEN
BEDROOM BATHROOM CL
LIVING
R3
D
R1
R1
3 R1 R1
R1 R1
R1 R1
R1
R1
R1
V
3D
D
R2
11 D
R4
EF 13
R1
EFA
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-202_TYPICAL UNIT 1B PLANS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 TYPICAL UNIT 1B PLANS
E-202
TYPICAL UNIT 1B ELECTRICAL FLOOR PLAN E-202 SCALE: 1/4" = 1'TYPICAL UNIT 1B LIGHTING FLOOR PLAN 1 E-202 SCALE: 1/4" = 1'2
REFERENCE NOTES
1. UNIT PANELBOARD. SEE TYPICAL UNIT PANEL SCHEDULE ON THIS SHEET. SEE DETAIL 23/E-010.
2. UNIT COMMUNICATIONS (TEL/CATV) DISTRIBUTION BOX. SEE DETAIL 20/E-010. FLUSH MOUNT AT +24". PROVIDE 120V RECEPTACLE WITHIN MEDIA CENTER.
3. DOOR BELL (PUSHBUTTON, TRANSFORMER, AND CHIME). MOUNT
TRANSFORMER HIGH ON WALL (IN ACCESSIBLE LOCATION) IN
CLOSET. IN UNITS DESIGNATED FOR HEARING IMPAIRED, SYSTEM SHALL HAVE A VISUAL COMPONENT. VERIFY EXTERIOR DOOR
LOCATION PER BUILDING PLANS FOR PUSHBUTTON LOCATION.
4. PROVIDE A DEDICATED CIRCUIT AND MOUNT RECEPTACLE AT +42" FOR REFRIGERATOR.
5. MOUNT BELOW COUNTER FOR CONNECTION TO ELECTRIC
RANGE/OVEN. VERIFY EXACT CONNECTION REQUIREMENTS WITH
EQUIPMENT PRIOR TO ROUGH-IN.
6. MOUNT ONE RECEPTACLE FOR MICROWAVE / HOOD ABOVE AND ONE
RECEPTACLE BELOW COUNTER FOR CONNECTION TO GAS
RANGE/OVEN.
7. LOCATE BELOW SINK FOR DISHWASHER.
8. PROVIDE A DEDICATED CIRCUIT, MOUNT SWITCHED RECEPTACLE BELOW SINK, AND MOUNT SWITCH ABOVE COUNTER FOR DISPOSAL.
9. 120V STAND ALONE SURFACE MOUNT COMBINATION SMOKE/CO
DETECTOR WITH BATTERY BACK-UP (NON-SYSTEM). INTERCONNECT
SO DETECTION BY ANY DETECTOR CAUSES ALL DETECTORS IN UNIT TO ALARM. IN UNITS DESIGNATED FOR HEARING IMPAIRED, DEVICES SHALL HAVE A VISUAL COMPONENT. COMBINATION SMOKE/CO
DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL2034 AND UL217.
10. WALL-MOUNTED THERMOSTAT SHOWN FOR REFERENCE ONLY.
REFER TO MECHANICAL PLANS FOR EXACT LOCATION. ELECTRICAL
CONTRACTOR SHALL COORDINATE WITH MECHANICAL
CONTRACTOR FOR REQUIRED INTERCONNECTION SCHEME TO
MECHANICAL SYSTEM WITHIN TYPICAL LIVING UNIT.
11. PROVIDE ASTRONOMICAL TIME SWITCH (LEVITON VPT24 SERIES OR APPROVED EQUAL). LIGHT AND SWITCH ONLY APPLICABLE AT UNIT PATIO DOOR. LIGHT SHALL NOT BE INSTALLED AT FRONT DOOR OF UNIT.
12. INDOOR WALL MOUNTED FAN COIL POWERED BY OUTDOOR UNIT.
POWER AND CONTROL WIRING BY MECHANICAL CONTRACTOR PER
MECHANICAL PLANS.
13. PROVIDE LINE VOLTAGE CONNECTION (CONSTANT HOT AND
SWITCHED HOT) TO EXHAUST FAN PER MECHANICAL PLANS. SWITCH TO CONTROL HIGH FAN SPEED VS. LOW FAN SPEED.
14. LOCATE BENEATH SINK FOR CONNECTION TO SINK FAUCET.
NOTE: ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING TYPE
RECEPTACLES WITHIN DWELLING UNITS SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES PER CEC ARTICLE 406.12(1).
COMMUNICATION NOTES 1. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO MEDIA CENTER.
2. (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) TO MEDIA CENTER.
X
POLE
CB
AMP
11795
SEE
NOTE
CKT DESCRIPTION 13# DESCRIPTION WIRE
SIZE
# SIZE
WIRE
#
POLE
CB
AMP
128
106
CKT 24#
NOTE 200A BUS, 120/208V, 1Ø, 3W, 125A MAIN FLUSH MOUNT, NEMA 1 SEE 24 FULL SIZE PLUG-IN CB SPACES LOCATION: SEE PLANS 1
20 1
13 14
15 16
17 18
20 1
20 1
20 1
20 1,2
1,2
1,2
LIGHTS / PLUGS
LIGHTS / PLUGS
12 12
REFRIGERATOR 12
MICROWAVE / HOOD
DISPOSAL
12 1
20 19 20
50 LIGHTS / PLUGS
(N) LOAD CENTER
TYPICAL
R - KITCHEN APPLIANCE
1 128
22 WITH EQUIP'T GND BUS
20 2 12 "
ELECTRIC RANGE
23 2
8 2
R - KITCHEN APPLIANCE
2 1
20 12 1
20 21
23 22
24 12
SPACE
*22KAIC OR 10KAIC - REFER TO SLD
FOR PANEL & BRANCH CB'S AIC RATING
1 20 12 1,2
2 SMOKE DETECTORS
AND CARBON MONOXIDE
20 1 12
DISHWASHER 12
R - BATHROOMS
UNIT 1B
PANEL SCHEDULE NOTES
1. CALCULATED LOAD BASED ON GENERAL LIGHTING/POWER ALLOWANCE PER CEC 220.12 (3.0 W/SF).
REFER TO RESIDENTIAL LOAD ESTIMATE ON THIS SHEET FOR DEMAND CALCULATIONS.
2. "AFCI" BREAKER REQUIRED.
3. VERIFY LOAD, CB, AND CONDUCTOR SIZE WITH EQUIPMENT.
4. PROVIDE SURGE PROTECTION DEVICE PER CEC 230.67.
SPACE
3 SURGE PROTECTION DEVICE
2 30
4 "
SPACE
SPACE
SPACE
12 HVAC - HEAT PUMP 2
20 12
"
SPACE
SPACE
DS
CL
BEDROOM
BATHROOM
LIVING KITCHEN
R3
D
R1
R1
R1
V
R1
R1
R1
R1 R1
R1 R1
R1 R1
33 3D
3D
R2
11 R4
V
EF 13
R1
EFA
14 DS
CL
BEDROOM
BATHROOM
LIVING KITCHEN
M,G M,G
M,GG
5 6
78 4
M,G
TV
21 TV
M,G
1 2
SDCO
SDCO
C
3 3
9 TYP. T
12 FC
A2
12 FC
A1
WP,G
WP,G
10 1
T
10 G
15 1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-203_TYPICAL UNIT 1C PLANS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 TYPICAL UNIT 1C PLANS
E-203
TYPICAL UNIT 1C ELECTRICAL FLOOR PLAN E-203 SCALE: 1/4" = 1'-0"TYPICAL UNIT 1C LIGHTING FLOOR PLAN 1 E-203 SCALE: 1/4" = 1'-0"2
REFERENCE NOTES
1. UNIT PANELBOARD. SEE TYPICAL UNIT PANEL SCHEDULE ON THIS SHEET. SEE DETAIL 23/E-010.
2. UNIT COMMUNICATIONS (TEL/CATV) DISTRIBUTION BOX. SEE DETAIL 20/E-010. FLUSH MOUNT AT +24". PROVIDE 120V RECEPTACLE WITHIN MEDIA CENTER.
3. DOOR BELL (PUSHBUTTON, TRANSFORMER, AND CHIME). MOUNT
TRANSFORMER HIGH ON WALL (IN ACCESSIBLE LOCATION) IN
CLOSET. IN UNITS DESIGNATED FOR HEARING IMPAIRED, SYSTEM SHALL HAVE A VISUAL COMPONENT. VERIFY EXTERIOR DOOR
LOCATION PER BUILDING PLANS FOR PUSHBUTTON LOCATION.
4. PROVIDE A DEDICATED CIRCUIT AND MOUNT RECEPTACLE AT +42" FOR REFRIGERATOR.
5. MOUNT BELOW COUNTER FOR CONNECTION TO ELECTRIC
RANGE/OVEN. VERIFY EXACT CONNECTION REQUIREMENTS WITH
EQUIPMENT PRIOR TO ROUGH-IN.
6. MOUNT ONE RECEPTACLE FOR MICROWAVE / HOOD ABOVE AND ONE
RECEPTACLE BELOW COUNTER FOR CONNECTION TO GAS
RANGE/OVEN.
7. LOCATE BELOW SINK FOR DISHWASHER.
8. PROVIDE A DEDICATED CIRCUIT, MOUNT SWITCHED RECEPTACLE BELOW SINK, AND MOUNT SWITCH ABOVE COUNTER FOR DISPOSAL.
9. 120V STAND ALONE SURFACE MOUNT COMBINATION SMOKE/CO
DETECTOR WITH BATTERY BACK-UP (NON-SYSTEM). INTERCONNECT
SO DETECTION BY ANY DETECTOR CAUSES ALL DETECTORS IN UNIT TO ALARM. IN UNITS DESIGNATED FOR HEARING IMPAIRED, DEVICES SHALL HAVE A VISUAL COMPONENT. COMBINATION SMOKE/CO
DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL2034 AND UL217.
10. WALL-MOUNTED THERMOSTAT SHOWN FOR REFERENCE ONLY.
REFER TO MECHANICAL PLANS FOR EXACT LOCATION. ELECTRICAL
CONTRACTOR SHALL COORDINATE WITH MECHANICAL
CONTRACTOR FOR REQUIRED INTERCONNECTION SCHEME TO
MECHANICAL SYSTEM WITHIN TYPICAL LIVING UNIT.
11. PROVIDE ASTRONOMICAL TIME SWITCH (LEVITON VPT24 SERIES OR APPROVED EQUAL).
12. INDOOR WALL MOUNTED FAN COIL POWERED BY OUTDOOR UNIT.
POWER AND CONTROL WIRING BY MECHANICAL CONTRACTOR PER
MECHANICAL PLANS.
13. PROVIDE LINE VOLTAGE CONNECTION (CONSTANT HOT AND
SWITCHED HOT) TO EXHAUST FAN PER MECHANICAL PLANS. SWITCH TO CONTROL HIGH FAN SPEED VS. LOW FAN SPEED.
14. PROVIDE COMBINATION LIGHT/RECEPTACLE DEVICE WITH MANUAL PULL STRING ABOVE ATTIC ACCESS FOR MECHANICAL EQUIPMENT.
15. LOCATE BENEATH SINK FOR CONNECTION TO SINK FAUCET.
NOTE: ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING TYPE
RECEPTACLES WITHIN DWELLING UNITS SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES PER CEC ARTICLE 406.12(1).
COMMUNICATION NOTES 1. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO MEDIA CENTER.
2. (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) TO MEDIA CENTER.
X
POLE
CB
AMP
11795
SEE
NOTE
CKT DESCRIPTION 13# DESCRIPTION WIRE
SIZE
# SIZE
WIRE
#
POLE
CB
AMP
128
106
CKT 24#
NOTE 200A BUS, 120/208V, 1Ø, 3W, 125A MAIN FLUSH MOUNT, NEMA 1 SEE 24 FULL SIZE PLUG-IN CB SPACES LOCATION: SEE PLANS 1
20 1
13 14
15 16
17 18
20 1
20 1
20 1
20 1,2
1,2
1,2
LIGHTS / PLUGS
LIGHTS / PLUGS
12 12
REFRIGERATOR 12
MICROWAVE / HOOD
DISPOSAL
12 1
20 19 20
50 LIGHTS / PLUGS
(N) LOAD CENTER
TYPICAL
R - KITCHEN APPLIANCE
1 128
22 WITH EQUIP'T GND BUS
20 2 12 "
ELECTRIC RANGE
23 2
8 2
R - KITCHEN APPLIANCE
2 1
20 12 1
20 21
23 22
24 12
SPACE
*22KAIC OR 10KAIC - REFER TO SLD
FOR PANEL & BRANCH CB'S AIC RATING
1 20 12 1,2
2 SMOKE DETECTORS
AND CARBON MONOXIDE
20 1 12
DISHWASHER 12
R - BATHROOMS
UNIT 1C
PANEL SCHEDULE NOTES
1. CALCULATED LOAD BASED ON GENERAL LIGHTING/POWER ALLOWANCE PER CEC 220.12 (3.0 W/SF).
REFER TO RESIDENTIAL LOAD ESTIMATE ON THIS SHEET FOR DEMAND CALCULATIONS.
2. "AFCI" BREAKER REQUIRED.
3. VERIFY LOAD, CB, AND CONDUCTOR SIZE WITH EQUIPMENT.
4. PROVIDE SURGE PROTECTION DEVICE PER CEC 230.67.
SPACE
3 SURGE PROTECTION DEVICE
2 30
4 "
SPACE
SPACE
SPACE
12 HVAC - HEAT PUMP 2
20 12
"
SPACE
SPACE
R1 R1 R1 R1
R1
3 D
R1 R1
R1 R1
R1 R1
D
R1
R3
DD
V
R1
R1
R2
R1
D
11 R4
EF 13
R1
EFA
14 M,G G M,G M,G 6 5 7 8 1 TV 2
M,G
TV
SDCO
9 TYP.
SDCO
3 C
3 1
2 T
10 4
12 FC
A2
12 FC
A1
1 WP,G
WP,G
G
15 1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-204_TYPICAL UNIT 1D PLANS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 TYPICAL UNIT 1D PLANS
E-204
TYPICAL UNIT 1D ELECTRICAL FLOOR PLAN E-204 SCALE: 1/4" = 1'-0"TYPICAL UNIT 1D LIGHTING FLOOR PLAN 1 E-204 SCALE: 1/4" = 1'-0"2
REFERENCE NOTES
1. UNIT PANELBOARD. SEE TYPICAL UNIT PANEL SCHEDULE ON THIS SHEET. SEE DETAIL 23/E-010.
2. UNIT COMMUNICATIONS (TEL/CATV) DISTRIBUTION BOX. SEE DETAIL 20/E-010. FLUSH MOUNT AT +24". PROVIDE 120V RECEPTACLE WITHIN MEDIA CENTER.
3. DOOR BELL (PUSHBUTTON, TRANSFORMER, AND CHIME). MOUNT
TRANSFORMER HIGH ON WALL (IN ACCESSIBLE LOCATION) IN
CLOSET. IN UNITS DESIGNATED FOR HEARING IMPAIRED, SYSTEM SHALL HAVE A VISUAL COMPONENT. VERIFY EXTERIOR DOOR
LOCATION PER BUILDING PLANS FOR PUSHBUTTON LOCATION.
4. PROVIDE A DEDICATED CIRCUIT AND MOUNT RECEPTACLE AT +42" FOR REFRIGERATOR.
5. MOUNT BELOW COUNTER FOR CONNECTION TO ELECTRIC
RANGE/OVEN. VERIFY EXACT CONNECTION REQUIREMENTS WITH
EQUIPMENT PRIOR TO ROUGH-IN.
6. MOUNT ONE RECEPTACLE FOR MICROWAVE / HOOD ABOVE AND ONE
RECEPTACLE BELOW COUNTER FOR CONNECTION TO GAS
RANGE/OVEN.
7. LOCATE BELOW SINK FOR DISHWASHER.
8. PROVIDE A DEDICATED CIRCUIT, MOUNT SWITCHED RECEPTACLE BELOW SINK, AND MOUNT SWITCH ABOVE COUNTER FOR DISPOSAL.
9. 120V STAND ALONE SURFACE MOUNT COMBINATION SMOKE/CO
DETECTOR WITH BATTERY BACK-UP (NON-SYSTEM). INTERCONNECT
SO DETECTION BY ANY DETECTOR CAUSES ALL DETECTORS IN UNIT TO ALARM. IN UNITS DESIGNATED FOR HEARING IMPAIRED, DEVICES SHALL HAVE A VISUAL COMPONENT. COMBINATION SMOKE/CO
DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL2034 AND UL217.
10. WALL-MOUNTED THERMOSTAT SHOWN FOR REFERENCE ONLY.
REFER TO MECHANICAL PLANS FOR EXACT LOCATION. ELECTRICAL
CONTRACTOR SHALL COORDINATE WITH MECHANICAL
CONTRACTOR FOR REQUIRED INTERCONNECTION SCHEME TO
MECHANICAL SYSTEM WITHIN TYPICAL LIVING UNIT.
11. PROVIDE ASTRONOMICAL TIME SWITCH (LEVITON VPT24 SERIES OR APPROVED EQUAL).
12. INDOOR WALL MOUNTED FAN COIL POWERED BY OUTDOOR UNIT.
POWER AND CONTROL WIRING BY MECHANICAL CONTRACTOR PER
MECHANICAL PLANS.
13. PROVIDE LINE VOLTAGE CONNECTION (CONSTANT HOT AND
SWITCHED HOT) TO EXHAUST FAN PER MECHANICAL PLANS. SWITCH TO CONTROL HIGH FAN SPEED VS. LOW FAN SPEED.
14. PROVIDE COMBINATION LIGHT/RECEPTACLE DEVICE WITH MANUAL PULL STRING ABOVE ATTIC ACCESS FOR MECHANICAL EQUIPMENT.
15. LOCATE BENEATH SINK FOR CONNECTION TO SINK FAUCET.
NOTE: ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING TYPE
RECEPTACLES WITHIN DWELLING UNITS SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES PER CEC ARTICLE 406.12(1).
COMMUNICATION NOTES 1. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO MEDIA CENTER.
2. (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) TO MEDIA CENTER.
X
POLE
CB
AMP
11795
SEE
NOTE
CKT DESCRIPTION 13# DESCRIPTION WIRE
SIZE
# SIZE
WIRE
#
POLE
CB
AMP
128
106
CKT 24#
NOTE 200A BUS, 120/208V, 1Ø, 3W, 125A MAIN FLUSH MOUNT, NEMA 1 SEE 24 FULL SIZE PLUG-IN CB SPACES LOCATION: SEE PLANS 1
20 1
13 14
15 16
17 18
20 1
20 1
20 1
20 1,2
1,2
1,2
LIGHTS / PLUGS
LIGHTS / PLUGS
12 12
REFRIGERATOR 12
MICROWAVE / HOOD
DISPOSAL
12 1
20 19 20
50 LIGHTS / PLUGS
(N) LOAD CENTER
TYPICAL
R - KITCHEN APPLIANCE
1 128
22 WITH EQUIP'T GND BUS
20 2 12 "
ELECTRIC RANGE
23 2
8 2
R - KITCHEN APPLIANCE
2 1
20 12 1
20 21
23 22
24 12
SPACE
*22KAIC OR 10KAIC - REFER TO SLD
FOR PANEL & BRANCH CB'S AIC RATING
1 20 12 1,2
2 SMOKE DETECTORS
AND CARBON MONOXIDE
20 1 12
DISHWASHER 12
R - BATHROOMS
UNIT 1D
PANEL SCHEDULE NOTES
1. CALCULATED LOAD BASED ON GENERAL LIGHTING/POWER ALLOWANCE PER CEC 220.12 (3.0 W/SF).
REFER TO RESIDENTIAL LOAD ESTIMATE ON THIS SHEET FOR DEMAND CALCULATIONS.
2. "AFCI" BREAKER REQUIRED.
3. VERIFY LOAD, CB, AND CONDUCTOR SIZE WITH EQUIPMENT.
4. PROVIDE SURGE PROTECTION DEVICE PER CEC 230.67.
SPACE
3 SURGE PROTECTION DEVICE
2 30
4 "
SPACE
SPACE
LIGHTS / PLUGS
1 20 12 1,2
12 HVAC - HEAT PUMP 2
20 12
"
SPACE
SPACE
DINING
BEDROOM 2
KITCHEN
CL
BATHROOM
BEDROOM 1
LIVING
R1 R1
R1 R1
R3
R3
R1 R1
DD
R1 R1
R1
R1
R1
3 R1 V
R1
R1
R2
D
D
D
3D
11 R4
13 EF EFA DINING
BEDROOM 2
KITCHEN
CL
BATHROOM
BEDROOM 1
LIVING
TV
TV
1 TV 2
M,G G M,G 7 8
M,G
M,G
56 4
SDCO
9 TYP.
3 C
3 T
10 SDCO
SDCO
SDCO
1 23
M,G 12 FC
B1
12 FC
B2
12 FC
B3
11 WP,G
WP,G
G
14 1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-205_TYPICAL UNIT 2A PLANS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25
TYPICAL UNIT 2A ELECTRICAL FLOOR PLAN E-205 SCALE: 1/4" = 1'-0"TYPICAL UNIT 2A LIGHTING FLOOR PLAN 1 E-205 SCALE: 1/4" = 1'-0"2
REFERENCE NOTES
1. UNIT PANELBOARD. SEE TYPICAL UNIT PANEL SCHEDULE ON THIS SHEET. SEE DETAIL 23/E-010.
2. UNIT COMMUNICATIONS (TEL/CATV) DISTRIBUTION BOX. SEE DETAIL 20/E-010. FLUSH MOUNT AT +24". PROVIDE 120V RECEPTACLE WITHIN MEDIA CENTER.
3. DOOR BELL (PUSHBUTTON, TRANSFORMER, AND CHIME). MOUNT
TRANSFORMER HIGH ON WALL (IN ACCESSIBLE LOCATION) IN
CLOSET. IN UNITS DESIGNATED FOR HEARING IMPAIRED, SYSTEM SHALL HAVE A VISUAL COMPONENT. VERIFY EXTERIOR DOOR
LOCATION PER BUILDING PLANS FOR PUSHBUTTON LOCATION.
4. PROVIDE A DEDICATED CIRCUIT AND MOUNT RECEPTACLE AT +42" FOR REFRIGERATOR.
5. MOUNT BELOW COUNTER FOR CONNECTION TO ELECTRIC
RANGE/OVEN. VERIFY EXACT CONNECTION REQUIREMENTS WITH
EQUIPMENT PRIOR TO ROUGH-IN.
6. MOUNT ONE RECEPTACLE FOR MICROWAVE / HOOD ABOVE AND ONE
RECEPTACLE BELOW COUNTER FOR CONNECTION TO GAS
RANGE/OVEN.
7. LOCATE BELOW SINK FOR DISHWASHER.
8. PROVIDE A DEDICATED CIRCUIT, MOUNT SWITCHED RECEPTACLE BELOW SINK, AND MOUNT SWITCH ABOVE COUNTER FOR DISPOSAL.
9. 120V STAND ALONE SURFACE MOUNT COMBINATION SMOKE/CO
DETECTOR WITH BATTERY BACK-UP (NON-SYSTEM). INTERCONNECT
SO DETECTION BY ANY DETECTOR CAUSES ALL DETECTORS IN UNIT TO ALARM. IN UNITS DESIGNATED FOR HEARING IMPAIRED, DEVICES SHALL HAVE A VISUAL COMPONENT. COMBINATION SMOKE/CO
DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL2034 AND UL217.
10. WALL-MOUNTED THERMOSTAT SHOWN FOR REFERENCE ONLY.
REFER TO MECHANICAL PLANS FOR EXACT LOCATION. ELECTRICAL
CONTRACTOR SHALL COORDINATE WITH MECHANICAL
CONTRACTOR FOR REQUIRED INTERCONNECTION SCHEME TO
MECHANICAL SYSTEM WITHIN TYPICAL LIVING UNIT.
11. PROVIDE ASTRONOMICAL TIME SWITCH (LEVITON VPT24 SERIES OR APPROVED EQUAL).
12. INDOOR WALL MOUNTED FAN COIL POWERED BY OUTDOOR UNIT.
POWER AND CONTROL WIRING BY MECHANICAL CONTRACTOR PER
MECHANICAL PLANS.
13. PROVIDE LINE VOLTAGE CONNECTION (CONSTANT HOT AND
SWITCHED HOT) TO EXHAUST FAN PER MECHANICAL PLANS. SWITCH TO CONTROL HIGH FAN SPEED VS. LOW FAN SPEED.
14. LOCATE BENEATH SINK FOR CONNECTION TO SINK FAUCET.
NOTE: ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING TYPE
RECEPTACLES WITHIN DWELLING UNITS SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES PER CEC ARTICLE 406.12(1).
COMMUNICATION NOTES 1. (1) RG6 (WITH QUAD SHIELD) COAX CABLE TO MEDIA CENTER.
2. (1) 4-PAIR, 24 GAUGE CONTINUOUS CABLE (CATEGORY 6) TO MEDIA CENTER.
X
POLE
CB
AMP
11795
SEE
NOTE
CKT DESCRIPTION 13# DESCRIPTION WIRE
SIZE
# SIZE
WIRE
#
POLE
CB
AMP
128
106
CKT 24#
NOTE 200A BUS, 120/208V, 1Ø, 3W, 125A MAIN FLUSH MOUNT, NEMA 1 SEE 24 FULL SIZE PLUG-IN CB SPACES LOCATION: SEE PLANS 1
20 1
13 14
15 16
17 18
20 1
20 1
20 1
20 1,2
1,2
1,2
LIGHTS / PLUGS
LIGHTS / PLUGS
12 12
REFRIGERATOR 12
MICROWAVE / HOOD
DISPOSAL
12 1
20 19 20
50 LIGHTS / PLUGS
(N) LOAD CENTER
TYPICAL
R - KITCHEN APPLIANCE
1 128
22 WITH EQUIP'T GND BUS
20 2 12 "
ELECTRIC RANGE
23 2
8 2
R - KITCHEN APPLIANCE
2 1
20 12 1
20 21
23 22
24 12
SPACE
*22KAIC OR 10KAIC - REFER TO SLD
FOR PANEL & BRANCH CB'S AIC RATING
1 20 12 1,2
2 SMOKE DETECTORS
AND CARBON MONOXIDE
20 1 12
DISHWASHER 12
R - BATHROOMS
UNIT 2A
PANEL SCHEDULE NOTES
1. CALCULATED LOAD BASED ON GENERAL LIGHTING/POWER ALLOWANCE PER CEC 220.12 (3.0 W/SF).
REFER TO RESIDENTIAL LOAD ESTIMATE ON THIS SHEET FOR DEMAND CALCULATIONS.
2. "AFCI" BREAKER REQUIRED.
3. VERIFY LOAD, CB, AND CONDUCTOR SIZE WITH EQUIPMENT.
4. PROVIDE SURGE PROTECTION DEVICE PER CEC 230.67.
SPACE
3 SURGE PROTECTION DEVICE
2 30
4 "
SPACE
SPACE
LIGHTS / PLUGS
1 20 12 1,2
TYPICAL UNIT 2A PLANS
E-205
10 HVAC - HEAT PUMP 2
25 10
"
SPACE
SPACE
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-301~E-303_T24 ENERGY COMPLIANCE FORMS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
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IS GER
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A OR L
T
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LI
F
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HOM
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RO P
D
NA
F
ES
SIO
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NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 OUTDOOR LIGHTING T24 ENERGY COMPLIANCE FORMS E-301
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-301~E-303_T24 ENERGY COMPLIANCE FORMS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
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LI
F
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HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 INDOOR LIGHTING T24 ENERGY COMPLIANCE FORMS E-302
1081-03-HS24
12/31/2025
AZ / JC
TR CJ
Jan 13, 2026 - 5:07pm - Anthony - K:\ENG\2024\24-8099\24-8099_E-301~E-303_T24 ENERGY COMPLIANCE FORMS.dwg THOMA #24-8099
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
EXPIRES: 09/30/26 R E E Y T M. E CF
NO. 20823 E L
TS
O
E
AT E
IS GER
EJ
T
FF
E
R
A OR L
T
R
I
C
C
LI
F
A
I A N
HOM
N
A
REE GI N
RO P
D
NA
F
ES
SIO
L
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
CONSULTANT
AGENCY
RRM DESIGN GROUP COPYRIGHT 2024.
RRM IS A CALIFORNIA CORPORATION
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN
GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR
USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS
OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
BIDDING SET
ARNEILL ROAD AFFORDABLE HOUSING
276 & 268 ARNEILL ROAD
CAMARILLO, CA 93010
2 PLAN CHECK 1 01/17/25 POWER DISTRIBUTION T24 ENERGY COMPLIANCE FORMS E-303
CODE DESCRIPTION DETAIL
DRAINAGE AND BIO-RETENTION (DR)
BIORETENTION BASIN AREA
REFER TO CIVIL SHEETS AND PLANTING PLANS
FENCES, RAILINGS, AND GATES (FR)
6' TALL METAL PICKET FENCE 6/LC501
3' WIDE X 6' TALL METAL PICKET GATE 9/LC501
FENCING AT BUILDING 8/LC501
6' TALL METAL PICKET FENCE ON WALL 3/LC502
JOINTING (JO)
EXPANSION JOINT 2/LC501
CONTROL JOINT 2/LC501
CODE DESCRIPTION DETAIL
RELATED
DETAIL(S)
SITE LIGHTING AND ELECTRICAL (LI)
TRANSFORMER PER ELECTRICAL PER ELEC
SITE LIGHTING PER ELECTRICAL PER ELEC
EV CHARGER PER ELECTRICAL PER ELEC
EV READY RECEPTACLE PER ELECTRICAL PER ELEC
CODE DESCRIPTION DETAIL
MISCELLANEOUS (MI)
METAL HEADER 10/LC501
CODE DESCRIPTION DETAIL
RELATED
DETAIL(S)
PAVING AND SURFACING (PA)
PERMEABLE VEHICULAR CONCRETE PAVERS-80MM
MANUFACTURER: ANGELUS PAVING STONE
TYPE: PERMEABLE COURTYARD PAVING STONES
COLOR: SAND-STONE MOCHA
PATTERN: 4 STONE PACKAGE
PER CIVIL
STAMPED COLORED VEHICULAR CONCRETE
FINISH: DAVIS INTEGRALLY COLOR OMAHA TAN
#5084
VERIFY COLOR AND PATTERN WITH OWNER
PER CIVIL
NON-PERMEABLE PEDESTRIAN CONCRETE PAVERS
(60MM)
MANUFACTURER: ANGELUS PAVING STONE
TYPE: COURTYARD PAVING STONES
COLOR: SAND-STONE MOCHA
PATTERN: 4 STONE PACKAGE
4/LC501
CONCRETE PAVING - PEDESTRIAN
TYPE: STANDARD
FINISH: DAVIS INTEGRALLY COLOR YOSEMITE BROWN
#641
1/LC501
CONCRETE PAVING - VEHICULAR PER CIVIL
CONCRETE STEP STONES
MANUFACTURER: PAVESTONE
COLOR: TAN
SIZE: 16" X 16" SQ
1/LC502
DECORATIVE COBBLE
MANUFACTURER: AIRVOL BLOCK
TYPE: NOIYO COBBLE
SIZES: REFER TO DETAIL
5/LC501
PLANTING AND IRRIGATION (PL)
PLANTER AREA PER LP & LI
SHEETS
REFER TO IRRIGATION SERIES FOR ALL SPECIFIED
IRRIGATION EQUIPMENT
PER LP & LI
SHEETS
SITE FURNISHINGS (SF)
BIKE RACK
MANUFACTURER: THOMAS STEELE
MODEL: #U190-SF-P
FINISH: POWDER COATED BLACK
TYPE: SURFACE MOUNTED
3/LC501 PER MANUF
WASTE RECEPTACLE
MANUFACTURER: THOMAS STEELE
MODEL: #LOTR-32-WI-P
FINISH: IPE WOOD
SIZE: 32 GALLON
PER MANUF
BIORETENTION PLANTER - PLACED AT DOWNSPOUTS
MANUFACTURER: TOURNESOL
MATERIAL: GFRC
FINISH: PEARL, ACID ETCH
SIZE: 36"L X 18"W X 36"H
6/LI503 PER MANUF
SITE STRUCTURES (SS)
TRASH ENCLOSURE / PER ARCH
UNDERGROUND UTILITIES (UT)
DOUBLE CHECK DETECTOR BACKFLOW PREVENTION
ASSEMBLY PER CIVIL
PER CIVIL
DRAIN INLET PER CIVIL PER CIVIL
SEWER CLEANOUT PER CIVIL
WALLS AND CURBS (WC)
SEATWALL, 20" TALL
PIP CONCRETE, FINISH TO MATCH ARCHITECTURE
7/LC501
CONCRETE PAVER EDGE BAND
STANDARD CONCRETE, 6" WIDE
4/LC501
CONCRETE CURB & FENCE PER CIVIL
CONCRETE PAVER RETAINMENT CURB PER CIVIL
DR-01
FR-01
FR-02
FR-03
FR-04
JO-01
JO-02
LI-01
LI-02
LI-03
LI-04
MI-01
PA-01
PA-02
PA-03
PA-04
PA-05
PA-06
PA-07
PL-01
PL-02
SF-02
SF-03
SF-04
SS-01
UT-01
UT-02
UT-03
WC-01
WC-02
WC-03
WC-04
CONSTRUCTION AND MATERIAL SCHEDULE
1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR GRADING, DRAINAGE, AND UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE
SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED AND RESOLVED.
2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY AND RECEIVE DIRECTION FROM THE OWNER BEFORE PROCEEDING WITH THE WORK IN QUESTION.
3. ONLY "APPROVED" STAMPED AND SIGNED DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THIS PROJECT.
4. NO CHANGES OR MODIFICATIONS TO THE PLANS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER.
5. CONSULT WITH THE OWNER'S ARBORIST PRIOR TO PRUNING OR WORKING WITHIN THE DRIPLINE OF ANY TREE. ALL PRUNING OF TREES SHALL BE KEPT TO A MINIMUM AND MUST FOLLOW THE CITY OF CAMARILLO'S STANDARDS.
6. NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE DRIPLINE OF ANY TREE.
7. ALL NUMERIC AND WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER ALL SCALE DIMENSIONS.
8. DETAILS AND NOTES ON THE DRAWINGS TAKE PRECEDENCE OVER TYPICAL DETAILS AND GENERAL NOTES.
9. WRITTEN SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS.
10. ALL CONSTRUCTION SHALL CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. IN THE ABSENCE OF A SPECIFIED STANDARD OR SPECIFICATION, WORK SHALL CONFORM TO THE CURRENT CITY OF CAMARILLO'S STANDARDS. IF NONE EXISTS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), SHALL APPLY.
11. CONTRACTOR SHALL TAKE ALL CARE TO PREVENT DISRUPTION OF PROJECT SITE IN AREAS OUTSIDE CONSTRUCTION ZONE.
12. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS BEFORE COMMENCING WORK.
13. PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE INSPECTOR.
14. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS
DAMAGING TO PROPERTY, CULTIVATED OR NATIVE VEGETATION, AND DOMESTIC AND NON-DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM THEIR OPERATIONS.
15. CONSTRUCTION LINE AND GRADE STAKES SHALL BE SET BY A CIVIL ENGINEER OR SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.
16. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.
17. ALL PROTECTIVE DEVICES TO BE INSTALLED BY THE CONTRACTOR, SHALL BE IN PLACE AT THE END OF EACH WORK DAY.A SAFE PEDESTRIAN PATH OF TRAVEL SHALL BE PROVIDED AT ALL TIMES TO AND FROM BUILDING ENTRANCES TO PARKING FACILITIES. COORDINATE PEDESTRIAN WALK CLOSURES WITH OWNER PRIOR TO CONSTRUCTION.
18. CONTRACTOR SHALL REFER TO MATERIALS SPECIFICATIONS THROUGHOUT THE APPROVED PLAN SET AND SPECIFICATIONS. ANY SUBSTITUTIONS OF THE MATERIALS SPECIFIED IN THESE DOCUMENTS SHALL REQUIRE WRITTEN APPROVAL FROM THE OWNER.
19. DURING THE COURSE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE CITY OF CAMARILLO FOR TESTING AND INSPECTION 24 HOURS IN ADVANCE. WORK NOT PROPERLY TESTED AND INSPECTED WILL BE SUBJECT TO REJECTION.
20. WORK IN AND ALONG PUBLIC STREETS AND PARKING LOTS, ONCE BEGUN, SHALL PROCEED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ALL UTILITIES SHALL BE PROTECTED AND REPAIRED BY THE CONTRACTOR IF DAMAGED.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES 48 HOURS PRIOR TO THE BEGINNING OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS IMMEDIATELY TO THE ATTENTION OF THE OWNER.
23. NOTIFY UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OF CONSTRUCTION.
24. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTIFIED.
25. CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE OWNER FOR THE PREPARATION OF RECORD DRAWINGS.
26. ALL CONSTRUCTION SHALL CONFORM TO THE 2022 EDITION OF CALIFORNIA BUILDING CODE TITLE 24.
ALL FURNITURE FIXTURES TO BE APPROVED EQUAL
CONSTRUCTION NOTES
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
SITE STATISTICS
PROJECT SITE AREA: 15,246 SF
TOTAL AMOUNT OF LANDSCAPE AREA: 2,332 SF (6.5% OF PROJECT SITE AREA) - LANDSCAPE PLANTING: 1,628 SF
- LANDSCAPE COBBLE: 704 SF
OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD
FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >
FW FW FW FW FW FW
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
SD
SD
JT
W
IR IR IR IR
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS
SS SS SS SS SS
S
SDSD
D
W
PROPERTY BOUNDARY/ LIMIT OF WORK
PROPERTY BOUNDARY/
LIMIT OF WORK ALLEY WAY
JIFFY LUBE PARKING
ARNEILL ROAD
RESIDENTIAL
BUILDING
MIXED-USE
BUILDING
TRASH
ENCLOSURE WC-01
WC-02
DR-01
SF-02
SF-03
SF-02
WC-03
SS-01
LI-01
PA-06
FR-01
WC-04
WC-03
MI-01
PA-01
PA-01
FR-02
FR-03
WC-03
PA-07
PA-02
PA-02
PA-03 JO-01 JO-02
JO-01 JO-02
PL-01
PL-01
PL-01
SF-04
SF-04 PL-02
PL-01
PA-04
LI-02
LI-02 LI-03
UT-01
UT-02
UT-02
UT-03 LI-04
PA-03
FR-04
FR-04
LI-02
LI-02
CODE DESCRIPTION DETAIL
DRAINAGE AND BIO-RETENTION (DR)
BIORETENTION BASIN AREA
REFER TO CIVIL SHEETS AND PLANTING PLANS
FENCES, RAILINGS, AND GATES (FR)
6' TALL METAL PICKET FENCE 6/LC501
3' WIDE X 6' TALL METAL PICKET GATE 9/LC501
FENCING AT BUILDING 8/LC501
6' TALL METAL PICKET FENCE ON WALL 3/LC502
JOINTING (JO)
EXPANSION JOINT 2/LC501
CONTROL JOINT 2/LC501
CODE DESCRIPTION DETAIL
RELATED
DETAIL(S)
SITE LIGHTING AND ELECTRICAL (LI)
TRANSFORMER PER ELECTRICAL PER ELEC
SITE LIGHTING PER ELECTRICAL PER ELEC
EV CHARGER PER ELECTRICAL PER ELEC
EV READY RECEPTACLE PER ELECTRICAL PER ELEC
CODE DESCRIPTION DETAIL
MISCELLANEOUS (MI)
METAL HEADER 10/LC501
CODE DESCRIPTION DETAIL
RELATED
DETAIL(S)
PAVING AND SURFACING (PA)
PERMEABLE VEHICULAR CONCRETE PAVERS-80MM
MANUFACTURER: ANGELUS PAVING STONE
TYPE: PERMEABLE COURTYARD PAVING STONES
COLOR: SAND-STONE MOCHA
PATTERN: 4 STONE PACKAGE
PER CIVIL
STAMPED COLORED VEHICULAR CONCRETE
FINISH: DAVIS INTEGRALLY COLOR OMAHA TAN
#5084
VERIFY COLOR AND PATTERN WITH OWNER
PER CIVIL
NON-PERMEABLE PEDESTRIAN CONCRETE PAVERS
(60MM)
MANUFACTURER: ANGELUS PAVING STONE
TYPE: COURTYARD PAVING STONES
COLOR: SAND-STONE MOCHA
PATTERN: 4 STONE PACKAGE
4/LC501
CONCRETE PAVING - PEDESTRIAN
TYPE: STANDARD
FINISH: DAVIS INTEGRALLY COLOR YOSEMITE BROWN
#641
1/LC501
CONCRETE PAVING - VEHICULAR PER CIVIL
CONCRETE STEP STONES
MANUFACTURER: PAVESTONE
COLOR: TAN
SIZE: 16" X 16" SQ
1/LC502
DECORATIVE COBBLE
MANUFACTURER: AIRVOL BLOCK
TYPE: NOIYO COBBLE
SIZES: REFER TO DETAIL
5/LC501
PLANTING AND IRRIGATION (PL)
PLANTER AREA PER LP & LI
SHEETS
REFER TO IRRIGATION SERIES FOR ALL SPECIFIED
IRRIGATION EQUIPMENT
PER LP & LI
SHEETS
SITE FURNISHINGS (SF)
BIKE RACK
MANUFACTURER: THOMAS STEELE
MODEL: #U190-SF-P
FINISH: POWDER COATED BLACK
TYPE: SURFACE MOUNTED
3/LC501 PER MANUF
WASTE RECEPTACLE
MANUFACTURER: THOMAS STEELE
MODEL: #LOTR-32-WI-P
FINISH: IPE WOOD
SIZE: 32 GALLON
PER MANUF
BIORETENTION PLANTER - PLACED AT DOWNSPOUTS
MANUFACTURER: TOURNESOL
MATERIAL: GFRC
FINISH: PEARL, ACID ETCH
SIZE: 36"L X 18"W X 36"H
6/LI503 PER MANUF
SITE STRUCTURES (SS)
TRASH ENCLOSURE / PER ARCH
UNDERGROUND UTILITIES (UT)
DOUBLE CHECK DETECTOR BACKFLOW PREVENTION
ASSEMBLY PER CIVIL
PER CIVIL
DRAIN INLET PER CIVIL PER CIVIL
SEWER CLEANOUT PER CIVIL
WALLS AND CURBS (WC)
SEATWALL, 20" TALL
PIP CONCRETE, FINISH TO MATCH ARCHITECTURE
7/LC501
CONCRETE PAVER EDGE BAND
STANDARD CONCRETE, 6" WIDE
4/LC501
CONCRETE CURB & FENCE PER CIVIL
CONCRETE PAVER RETAINMENT CURB PER CIVIL
DR-01
FR-01
FR-02
FR-03
FR-04
JO-01
JO-02
LI-01
LI-02
LI-03
LI-04
MI-01
PA-01
PA-02
PA-03
PA-04
PA-05
PA-06
PA-07
PL-01
PL-02
SF-02
SF-03
SF-04
SS-01
UT-01
UT-02
UT-03
WC-01
WC-02
WC-03
WC-04
0 10 20 30 feet
1"=10'
5 NOTES
1. LIMIT OF WORK DEPICTED IS APPROXIMATE. ACTUAL LIMIT OF WORK MAY VARY BASED ON FIELD CONDITIONS.
2. REFER TO SHEET LP001 FOR PLANT SCHEDULE, NOTES, AND
LP501 FOR DETAILS.
3. CONTRACTOR TO INSTALL ROOT CONTROL BARRIER PER
DETAIL 1, SHEET LP501.
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
CONSTRUCTION AND MATERIAL SCHEDULE
ALL FURNITURE FIXTURES TO BE APPROVED EQUAL
1/4" RAD. TYP.
CONCRETE PAVING
NOTES:
1. PROVIDE JOINTS AT LOCATIONS SHOWN ON
PLANS. CONTROL JOINTS SHALL OCCUR AT 10'
O.C. MAX SPACING. EXPANSION JOINTS
SHALL OCCUR AT 20' O.C. MAX SPACING
SUBGRADE AT
95% RELATIVE COMPACTION
CLASS 2 AGGREGATE
BASE AT 95% RELATIVE
COMPACTION
#4 HORIZONTAL @ 24" O.C.
EACH WAY
CONCRETE PAVING - PEDESTRIAN
1 1/2" = 1'-0"
8" 4"
RRM-1000-ARN-02 1
3/16" WIDE x 1/3 DEPTH OF
SLAB SAWCUT JOINT
SAWCUT CONTRACTION
JOINT
CONSTRUCTION/COLD JOINT
EXPANSION JOINT
NOTES:
1. REFER TO CONSTRUCTION PLANS FOR
JOINT LOCATIONS/LAYOUT.
2. PROVIDE ISOLATION JOINT AGAINST ALL
PREVIOUSLY CONSTRUCTED FIXED
ELEMENTS.
3. INSTALL MANUFACTURED DOWEL SYSTEMS
PER MANUFACTURER'S INSTRUCTIONS.
4. SEAL ALL ISOLATION AND EXPANSION
JOINTS PER MANUFACTURER'S
INSTRUCTIONS.
5. JOINTS SHALL EXTEND COMPLETELY TO
EDGE OF CONCRETE OR INTERSECTING
JOINT(S).
6. SEE CIVIL DRAWINGS FOR PAVEMENT
SECTION.
ISOLATION JOINT
1/2" ASPHALT EXPANSION JOINT,
RECESS 1/4" FROM FINISH SURFACE
PREVIOUSLY CONSTRUCTED FIXED ELEMENT
1/2" x 12" GALV. STEEL DOWEL @
24" O.C. UNLESS OTHERWISE
NOTED
R 1/8" 1/2" ASPHALT EXPANSION JOINT,
RECESS 1/4" FROM FINISH SURFACE.
CAULK JOINT WITH WATERPROOF
SEALANT. COLOR AS APPROVED,
TO MATCH CONCRETE.
PRE-FORMED KEY R 1/8"
CONCRETE JOINTS
1 1/2" = 1'-0" RRM-1000-ARN-24 2
24"
SEATWALL
3/4" = 1'-0"
12"
TERRA COTTA WALL CAP PER
ARCHITECTURE
PIP CONCRETE WALL WITH PLASTER
FINISH TO MATCH ARCHITECTURE
PLANTS PER PLANS WITH
PLANTER MIX, 3" MIN. LAYER
OF MULCH
SUBGRADE COMPACTED TO
95% RELATIVE COMPACTION
4 PAVERS AND
EDGE
6"
FS
3" CLR.
#4 REBAR @ 12" O.C.
BOTH WAYS TYP.
3 8" MORTAR BED
1 2"
7 RRM-1000-ARN-99
BIKE RACK EMBEDMENT.
CONCRETE FOOTING PER
MANUFACTURERS
INSTRUCTIONS AND DETAILS.
BIKE RACK MOUNTING
3/4" = 1'-0"
BIKE RACK MOUNTED WITH
1 2"Ø MIN. STAINLESS STEEL
ANCHOR.
NOTES:
1. SEE MATERIALS LIST FOR BIKE RACK MANUFACTURER, MODEL AND FINISHES
2. INSTALL PER MANUFACTURER'S INSTRUCTIONS
1 CONCRETE PAVING -
PEDESTRIAN
3 RRM-1000-ARN-16
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
11 2" (HINGE
CLEARANCE)
31 2" (LATCH
CLEARANCE)
PRESSED
STEEL
HINGE
PER
MANUF.
2" GATE UPRIGHT
3" SQ. 16 GAUGE POST
36" WIDE METAL GATE
1/2" = 1'-0"
FULCRUM LATCH ASSEMBLY WITH
STRIKE STRAP
NOTES:
1. VERIFY POST DIMENSIONS WITH
MANUFACTURER PRIOR TO BIDDING.
1 3
8" X 1 12" X 11 GAUGE
DOUBLE TOP AND
BOTTOM RAILS.
37 8"
TYP.
3'-0"
3 4" 16 GA. PICKET
1 4" DIA. SS AIRCRAFT CABLE W/
COMPRESSION SLEEVE AND THIMBLE.
INSTALLED W/ 5
16 DIA EYEBOLT PER
MANUF, TYP
REBAR CAGE:
#4 VERTICAL AND #4
HORIZONTAL TIES @ 12" OC,
TYP.
6" THROUGH BOLT
CONCRETE FOOTING
ADJACENT CONCRETE
PAVING
10" HIGH KICKPLATE WITH SMOOTH SURFACE
ON PUSH SIDE OF GATE
RRM-1000-ARN-34 9
1 3
8" X 1 12" BRACKETS ATTACH
TO EACH POST WITH 1
4" X 1"
SELF DRILLING SCREWS
1 3
8" X 1 1
2" X 11 GAUGE
DOUBLE TOP AND BOTTOM
RAILS.
1" X 1" X 14 GAUGE PICKETS
3 3 4"
TYPICAL
8' O.C.
NOMINAL SPACING MAX.
NOTES:
1. VERIFY POST DIMENSIONS WITH
MANUFACTURER PRIOR TO BIDDING.
2. ALL FENCING COMPONENTS SHALL BE
POWDER COATED.
3. NO SLATS, SIGNS, OR OTHER COVERINGS
SHALL BE APPLIED TO FENCING.
HSS 2.5X2.5X3/16 (ASTM
A-500 GR .B) POST
CONCRETE
FOOTING
1'-0"
MIN.
6 FT METAL PICKET FENCE
1/2" = 1'-0" RRM-1000-ARN-43 6
6 FT METAL PICKET FENCE TO BUILDING
1/2" = 1'-0"
3" CLR.
6 6 FT METAL
PICKET FENCE
BUILDING PROFILE
FG
6 6 FT METAL
PICKET FENCE
1'-3"
U.O.N. RAIL TO
POST,TYP 1/8
RAIL TO
POST,TYP 1/8
RAIL TO
POST,TYP 1/8
NOTE: TOUCH UP PAINT ALL
WELDS WITH BLACK PAINT
TO MATCH FENCING
RRM-1000-ARN-41 8
METAL HEADER
3" = 1'-0"
ALUMINUM STAKE
ADJACENT ROCK MULCH ADJACENT PLANTING
AREA
NOTES:
1. PROVIDE THE FOLLOWING DISTANCES FROM
TOP OF METAL HEADER TO FINISH GRADE:
a. LAWN - 1/2"
b. SHRUBS - 1"
c. ROCK MULCH - 1/4"
2. BEND CORNERS AT 90 DEGREES OR WELD
AND GRIND SMOOTH
3. ADJACENT MATERIALS AND HEADER
LOCATION PER PLANS
4" x 1
8" ALUMINUM HEADER.
STAKE @18"O.C.
RRM-1000-ARN-58 10
POLYMERIC SAND
IN JOINTS
PAVERS
1" DEPTH CLEAN WASHED
CONCRETE BEDDING SAND
6" MIN. LAYER CLASS 2
AGGREGATE BASE @ 95%
COMPACTION.
GEOTEXTILE FABRIC
SUBGRADE @ 95%
COMPACTION
NOTE:
1. SEE MATERIALS LIST FOR COLORS, TYPES, AND FINISHES
JOINT SPACING PER PAVER
MANUFACTURER
CONCRETE EDGE WITH (2) #3 REBAR
CONTINUOUS
PAVERS AND EDGE
1 1/2" = 1'-0"
.
CLASS 2 AGG.
BASE @ 95%
COMPACTION
6" WIDE EDGE - SEE PLAN. PROVIDE
SCORE JOINTS AT 6' O.C. MAX EQ.
SPACING, AND EXPANSION JOINTS AT
12' O.C. MAX, TYP.
4 RRM-1000-ARN-47
DECORATIVE COBBLE
1" = 1'-0"
SOIL SEPARATOR FABRIC,
MIRAFI MODEL 'N' OR EQUAL
PEBBLE SIZE RATIO:
20% NOIYO PEBBLE( 1" TO 1
2")
50% NOIYOPEBBLE (2" TO 4")
NOTES:
1. SPREAD PEBBLES FOR AN EVEN TOP SURFACE.
2. NO SOIL SEPARATOR FABRIC SHALL SHOW
ABOVE DECORATIVE PEBBLES
5 CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
6" 8"
PRECAST CONCRETE STEPPING
STONES.
REFER TO CONSTRUCTION
SCHEDULE FOR STEPSTONE TYPE,
COLOR AND DIMENSIONS.
"PAVE EDGE" SUPPORT,
MANUFACTURED BY PAVE TECH,
INC. AVAILABLE AT AIR-VOL BLOCK.
"PAVE EDGE" SPIKE. SPACING PER
MANUFACTURER'S
SPECIFICATIONS
NON-COMPACTED
PLANTING AREA SOIL
CONCRETE STEP STONES
1" = 1'-0" 1 RRM-1000-ARN-33
SECTION AT POST
TW
CMU BLOCK WALL.
HEIGHT WILL VARY FROM
FINISH SURFACE OF
ADJACENT PAVING PER
CIVIL PLANS.
ELEVATION
3' TALL METAL PICKET GUARDRAIL ON WALL
1/2" = 1'-0"
NOTES:
1. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
2. VERIFY POST DIMENSIONS WITH MANUFACTURER PRIOR TO FABRICATION.
3. COORDINATE WHICH SIDE OF FENCE IS FRONT OR REAR WITH APPLICANT PRIOR TO CONSTRUCTION.
4. ALL FENCING COMPONENTS SHALL BE POWDER COATED.
2.5" 16 Ga. GALV. STEEL
FENCE POST. AT 8'-0" O.C.
EMBED INTO CMU WALL
PER STRUCTURAL PLANS
ADJACENT
SURFACE
PER PLANS
1"X1"X16 GAUGE PICKETS
1 3
8 " X 1 12"" X 11 GAUGE SINGLE
TOP AND BOTTOM RAILS.
3 3/4" TYP.
1 3
8" X 1 12" BRACKETS, ATTACH
TO EACH POST WITH 1
4" X 1"
SELF DRILLING SCREWS
CMU WALL PER CIVIL
2 RRM-1000-ARN-104
SECTION AT POST
TW
CMU BLOCK WALL.
HEIGHT WILL VARY FROM
FINISH SURFACE OF
ADJACENT PAVING PER
CIVIL PLANS.
ELEVATION
6' TALL METAL PICKET FENCE ON WALL
1/2" = 1'-0"
NOTES:
1. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
2. VERIFY POST DIMENSIONS WITH MANUFACTURER PRIOR TO FABRICATION.
3. COORDINATE WHICH SIDE OF FENCE IS FRONT OR REAR WITH APPLICANT PRIOR TO CONSTRUCTION.
4. ALL FENCING COMPONENTS SHALL BE POWDER COATED.
2.5" 16 Ga. GALV. STEEL
FENCE POST. AT 8'-0" O.C.
EMBED INTO CMU WALL
PER STRUCTURAL PLANS
ADJACENT
SURFACE
PER PLANS CMU WALL PER CIVIL
6 6 FT METAL
PICKET FENCE
RRM-1000-ARN-105 3
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD 1802-1400 FLOOD 1401
FLOOD BUBBLER 2IN. POPUP
2/LI502
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD XCZLF-100-PRF
LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE
VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND
40PSI PRESSURE REGULATOR.
7/LI501
PIPE TRANSITION POINT IN DRIP BOX
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING WITH RISER IN 6IN. DRIP BOX.
1/LI502
RAIN BIRD MDCFCAP
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
3/LI502
RAIN BIRD ARV050
1/2IN. AIR RELIEF VALVE, MADE OF QUALITY
RUST-PROOF MATERIALS, WITH A 6IN. DRIP VALVE BOX
(SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW
SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE
PIPELINE, THUS PREVENTING WATER HAMMER OR
BLOCKAGE.
4/LI502
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS WITH SELF-PIERCING BARB INLET ON A FLEXIBLE
1/2" RISER, FLOW RATE: 5 GPH=LIGHT BROWN; 7
GPH=VIOLET; 10 GPH=GREEN; 12 GPH=DARK BROWN;
18 GPH=WHITE; 24 GPH=ORANGE.
9/LI501
PC-05 emitters (1 assigned to each 1 gal plant)
PC-05 emitters (2 assigned to each 5 gal plant)
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD XB-PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0
GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A
SELF-PIERCING BARB INLET X BARB OUTLET.
9/LI501
Emitter Notes:
05PC emitters (1 assigned to each 1 gal plant)
05PC emitters (2 assigned to each 5 gal plant)
05PC emitters (2 assigned to each 15 gal plant)
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PGA-PRS-D GLOBE
1IN., 1-1/2IN., 2IN. ELECTRIC REMOTE CONTROL VALVE,
GLOBE. WITH PRESSURE REGULATOR MODULE.
8/LI501
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND
2-PIECE BODY.
10/LI501
LANDSCAPE PRODUCTS INC. CWV THREADED
1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED
PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF
DESIGNED FOR IRRIGATION, SPAS, POOLS AND OTHER
GENERAL COLD WATER APPLICATIONS. 125 PSI RATING.
SAME SIZE AS MAINLINE.
5/LI501
BUCKNER-SUPERIOR 3000 1"
NORMALLY CLOSED BRASS MASTER VALVE THAT
PROVIDES DIRTY WATER PROTECTION AND 3-WAY
SOLENOID DESIGN.
4/LI501
FEBCO 825YA LF 3/4"
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
2/LI501
RAIN BIRD ESPLXME2P
12 STATION, TRADITIONALLY-WIRED COMMERCIAL
CONTROLLER W/ FACTORY INSTALLED PRO SMART
MODULE. INDOOR/OUTDOOR, PLASTIC WALL-MOUNT
ENCLOSURE.
1/LI503
RAIN BIRD RSD-BEX
RAIN SENSOR, WITH METAL LATCHING BRACKET,
EXTENSION WIRE.
3/LI503
CREATIVE SENSOR TECHNOLOGY FSI-T10-001
1IN. PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,
CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHT
IMPELLER ENHANCES LOW FLOW MEASUREMENT. 2 WIRE
DIGITAL OUTPUT COMPATIBLE W/ALL IRRIGATION
CONTROLLERS. FLOW RANGE: .86 GPM - 52 GPM.
3/LI501
STRONG BOX SBBC-22CR
LOW PROFILE, TUBE AND WIRE CONSTRUCTION
SMOOTH TOUCH SURFACE, COLD ROLLED STEEL,
BACKFLOW ENCLOSURE, COLOR: GREEN. 23.5IN.L,
28IN.H, 17.75IN.W.
2/LI501
WATER METER 3/4"
METER AT ARNEIL RD: 75 PSI ASSUMED. CONTACT
LANDSCAPE ARCHITECT IF ACTUAL STATIC PRESSURE
DEVIATION EXCEEDS 10% OF ASSUMPTION
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40
MV
BF
C
RS
FS
SB
M
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
IRRIGATION SCHEDULE
1. PROJECT INFORMATION - SEE COVER PAGE OF THIS DRAWING SET FOR ALL INFORMATION INCLUDING, DATE, PROJECT APPLICANT AND OWNER, AND ADDRESS.
2. PROJECT TYPE: NEW CONSTRUCTION
3. WATER SUPPLY: POTABLE PER CITY OF CAMARILLO
4. CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENT PACKAGE:
X LANDSCAPE DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGS
X IRRIGATION DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGS
X GRADING DESIGN PLAN - PER CIVIL SHEETS
5. WATER BUDGET CALCULATIONS (MAWA) AND (ETWU) - SEE ABOVE AND SPREADSHEET BELOW
6. I AGREE TO COMPLY WITH THE REQUIREMENTS OF MWELO.
_____________________________________________________________ LANDSCAPE ARCHITECT | CA LICENSE NUMBER #4993
CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING ITEMS:
HTTP://WWW.WATER.CA.GOV/WATERUSEEFFICIENCY/DOCS/MWELO09-10-09.PDF
1. COMPOSTING
INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA - UNLESS CONTRA-INDICATED BY A SOILS REPORT.
2. PLANT MATERIAL
FOR RESIDENTIAL AREAS, INSTALL CLIMATE ADAPTED PLANTS THAT REQUIRE OCCASIONAL, LITTLE OR NO SUMMER WATER (AVERAGE WUCOLS PLANT FACTOR 0.3) FOR 75% OF THE PLANT AREA EXCLUDING EDIBLES AND AREAS USING RECYCLED WATER.
3. IRRIGATION SYSTEM
SHALL COMPLY WITH THE FOLLOWING:
AUTOMATIC IRRIGAITON CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN SENSOR.
IRRIGATION CONTROLLERS SHALL BE A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED.
PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM O ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURES RECOMMENDED PRESSURE RANGE.
ALL IRRIGAITON EMIISION DVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014 “LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD,” ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014.
AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY.
4. FINAL INSPECTION
AT THE TIME OF FINAL INSPECTION, THE CONTRACTOR MUST PROVIDE THE OWNER OF THE PROPERTY WITH
A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE.
1. A WEATHER SENSING, 'SMART CONTROLLER' WILL BE USED TO MONITOR THE IRRIGATION WATER AND MANAGE DAILY WATER CONSUMPTION TO THE MINIMUM REQUIREMENTS FOR EACH HYDROZONE.
2. ALL TREES, SHRUBS AND GROUNDCOVER AREAS WILL BE IRRIGATED ON SEPARATE HYDROZONES WITH DRIP OR BUBBLER IRRIGATION, SO THAT ONCE ESTABLISHED, WATER CAN BE REGULATED IN A MORE EFFICIENT MANNER.
3. THIS PLANT PALETTE COUPLED WITH THE IRRIGATION SYSTEM DESCRIBED ABOVE WILL MEET OR EXCEED THE STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO).
4. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION.
MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.
5. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR.
6. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.
7. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.
8. CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD
CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.
9. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER
10. CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. ALL SLEEVES UNDER PAVING SHALL RECEIVE IDENTIFYING MARK ON TOP OF CONCRETE. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING.
11. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.
13. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK. CONTRACTOR SHALL AVOID ALL EXISTING UTILITIES TO REMAIN AND PROTECT IN PLACE.
14. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THE OWNER. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES,
AND ADJUSTING ARC PATTERNS TO ATTAIN AN EFFICIENT UNIFORMITY AS REQUIRED BY THE CURRENT MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO).
15. CONTRACTOR SHALL VERIFY THAT THE EXISTING SYSTEM'S CONTROLLER HAS ENOUGH CAPACITY FOR THE ADDITIONS OF THE SYSTEM AND SHALL VERIFY WITH THE OWNER CONTROLLER INTENT. CONTRACTOR SHALL ALSO CONNECT TO EXISTING PRESSURIZED MAIN LINE AND SHALL VERIFY PRESSURE IS ADEQUATE FOR SYSTEM USE.
16. DOUBLE CHECK VALVES AND OTHER IRRIGATION EQUIPMENT WILL BE SCREENED WITH A COMBINATION OF PAINT, IN COLOR GREEN, AND LANDSCAPING, SEE PLANTING AND IRRIGATION PLANS, THIS SET.
17. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.
IRRIGATION NOTES MWELO COMPLIANCE
TOTAL ON-SITE LANDSCAPE AREA: 1,877 SF
SHRUBS, GRASSES, AND GROUNDCOVERS - 1,628 SF
TREES - 100 SF (25 SF PER TREE)
BIOSWALE AREA - 149 SF
ESTIMATED TOTAL WATER USE (ETWU): 17,778 GAL/YR
MAXIMUM APPLIED WATER ALLOWANCE (MAWA): 29,827 GAL/YR
MWELO WATER USE CALCULATIONS
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
GAL/YEAR
GAL/YEAR
GAL/YEAR
GAL/YEAR
EVR EVR
EVR EVR EVR EVR EVR EVCS EVCS
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD
FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >
FW FW FW FW FW FW
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
SD
SD
JT
W
IR IR IR IR
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS
SS SS SS SS SS
G G G G G G G G G G G G G G
W W
W W
W W
W W
W W W W W W W W W W W W W W W W
W W
SS SS SS
SS SS SS
SS SS SS
OH OH OH OH OH
PROPERTY BOUNDARY/ LIMIT OF WORK
PROPERTY BOUNDARY/
LIMIT OF WORK ALLEY WAY
JIFFY LUBE PARKING
ARNEILL ROAD
RESIDENTIAL
BUILDING
MIXED-USE
BUILDING
TRASH
ENCLOSURE
M
BF
MV
FS
C RS
POINT OF CONNECTION - ARNEIL ROAD
WATER PURVEYOR: CITY OF CAMARILLO
3/4" IRRIGATION METER - POTABLE WATER
AVAILABLE PRESSURE: 75 PSI ASSUMED
3 4"
3 4"
3 4"
3 4"
4 1.5
1"
5 1.5
1"
1 2.55
1" 2 3.47
1"
3 0.5
1"
1"
SB 1"
3 4" 3 4" 3
4"
3 4"
1"
3 4"
3 4"
3 4"
IRRIGATION VALVE MANIFOLD SHOWN
DIAGRAMMATICALLY, LOCATE VALVES
IN PLANTER AREA AT THIS LOCATION
MOUNT CONTROLLER
TO ADJACENT WALL,
VERIFY IN FIELD.
PROVIDE DEDICATED
120V POWER AND PULL
ALL VALVES WIRES TO
THIS LOCATION
PROVIDE LATERAL
STUB-UP FOR PLANTERS
PER DETAIL 6/LI503, TYP.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD 1802-1400 FLOOD 1401
FLOOD BUBBLER 2IN. POPUP
2/LI502
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD XCZLF-100-PRF
LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE
VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND
40PSI PRESSURE REGULATOR.
7/LI501
PIPE TRANSITION POINT IN DRIP BOX
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING WITH RISER IN 6IN. DRIP BOX.
1/LI502
RAIN BIRD MDCFCAP
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
3/LI502
RAIN BIRD ARV050
1/2IN. AIR RELIEF VALVE, MADE OF QUALITY
RUST-PROOF MATERIALS, WITH A 6IN. DRIP VALVE BOX
(SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW
SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE
PIPELINE, THUS PREVENTING WATER HAMMER OR
BLOCKAGE.
4/LI502
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS WITH SELF-PIERCING BARB INLET ON A FLEXIBLE
1/2" RISER, FLOW RATE: 5 GPH=LIGHT BROWN; 7
GPH=VIOLET; 10 GPH=GREEN; 12 GPH=DARK BROWN;
18 GPH=WHITE; 24 GPH=ORANGE.
9/LI501
PC-05 emitters (1 assigned to each 1 gal plant)
PC-05 emitters (2 assigned to each 5 gal plant)
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD XB-PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0
GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A
SELF-PIERCING BARB INLET X BARB OUTLET.
9/LI501
Emitter Notes:
05PC emitters (1 assigned to each 1 gal plant)
05PC emitters (2 assigned to each 5 gal plant)
05PC emitters (2 assigned to each 15 gal plant)
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PGA-PRS-D GLOBE
1IN., 1-1/2IN., 2IN. ELECTRIC REMOTE CONTROL VALVE,
GLOBE. WITH PRESSURE REGULATOR MODULE.
8/LI501
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND
2-PIECE BODY.
10/LI501
LANDSCAPE PRODUCTS INC. CWV THREADED
1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED
PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF
DESIGNED FOR IRRIGATION, SPAS, POOLS AND OTHER
GENERAL COLD WATER APPLICATIONS. 125 PSI RATING.
SAME SIZE AS MAINLINE.
5/LI501
BUCKNER-SUPERIOR 3000 1"
NORMALLY CLOSED BRASS MASTER VALVE THAT
PROVIDES DIRTY WATER PROTECTION AND 3-WAY
SOLENOID DESIGN.
4/LI501
FEBCO 825YA LF 3/4"
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
2/LI501
RAIN BIRD ESPLXME2P
12 STATION, TRADITIONALLY-WIRED COMMERCIAL
CONTROLLER W/ FACTORY INSTALLED PRO SMART
MODULE. INDOOR/OUTDOOR, PLASTIC WALL-MOUNT
ENCLOSURE.
1/LI503
RAIN BIRD RSD-BEX
RAIN SENSOR, WITH METAL LATCHING BRACKET,
EXTENSION WIRE.
3/LI503
CREATIVE SENSOR TECHNOLOGY FSI-T10-001
1IN. PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,
CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHT
IMPELLER ENHANCES LOW FLOW MEASUREMENT. 2 WIRE
DIGITAL OUTPUT COMPATIBLE W/ALL IRRIGATION
CONTROLLERS. FLOW RANGE: .86 GPM - 52 GPM.
3/LI501
STRONG BOX SBBC-22CR
LOW PROFILE, TUBE AND WIRE CONSTRUCTION
SMOOTH TOUCH SURFACE, COLD ROLLED STEEL,
BACKFLOW ENCLOSURE, COLOR: GREEN. 23.5IN.L,
28IN.H, 17.75IN.W.
2/LI501
WATER METER 3/4"
METER AT ARNEIL RD: 75 PSI ASSUMED. CONTACT
LANDSCAPE ARCHITECT IF ACTUAL STATIC PRESSURE
DEVIATION EXCEEDS 10% OF ASSUMPTION
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40
MV
BF
C
RS
FS
SB
M
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
0 10 20 30 feet
1"=10'
5 NOTES
1. LIMIT OF WORK DEPICTED IS APPROXIMATE. ACTUAL LIMIT OF WORK MAY VARY BASED ON FIELD CONDITIONS.
2. REFER TO SHEET LI001 FOR WATER USE CALCULATIONS AND
NOTES
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
IRRIGATION SCHEDULE
12"
BRASS WYE STRAINER
WITH SCREEN
BACKFLOW PREVENTOR
ENCLOSURE
BRASS UNION,
TYP. (3) PLACES
8" THICK x 12" WIDE CONCRETE
PAD (LENGTH VARIES PER
ENCLOSURE MANUFACTURER)
SLOPE TO DRAIN AT MINIMUM
2%.
MAINLINE FROM WATER
SOURCE. SIZE PER PLAN
LINE TO SYSTEMS. SIZE
PER PLAN
BACKFLOW PREVENTER WITH ENCLOSURE
1 1/2" = 1'-0"
BRASS NIPPLE - TYPICAL.
(2) PLACES
90% RELATIVE
COMPACTED SUBGRADE
SLEEVE THRU CONCRETE,
TYPICAL.
BRASS 90° ELL - TYPICAL
(2) PLACES
BRASS NIPPLE - TYPICAL (4)
PLACES
REDUCED PRESSURE BACKFLOW
PREVENTOR ASSEMBLY. SIZE PER
PLAN
1/3 CU FT CONCRETE
THRUST BLOCKS - TYPICAL
(2) PLACES BRASS 90 ELL - TYPICAL (2)
PLACES
1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING.
2. WHEN UNIT IS NEXT TO A STRUCTURE (ie. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE.
3. MOUNT BACKFLOW PREVENTER ASSEMBLY 18" FROM GROUND OR AT THE MINIMUM HEIGHT ALLOWED.
4. PROVIDE STAINLESS STEEL, COLOR GREEN, LOCKING ENCLOSURE PER IRRIGATION SCHEDULE.
NOTES:
2 RRM-1000-ARN-08
1. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER MODULE.
2. FLOW SENSOR MAKE AND MODEL SHALL BE COMPATIBLE WITH IRRIGATION CONTROLLER.
3. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
FLOW
10 X PIPE DIA. 5 X PIPE DIA.
JUMBO PLASTIC VALVE BOX
WITH 2 - 6" EXTENSIONS &
LOCKING COVER.
BRICKS. ONE AT EACH
CORNER OF JUMBO VALVE
BOX.
12" DEEP 3 4" CRUSHED AGGREGATE BASE
2 CONDUCTOR SHIELDED CABLES.
CONNECT TO TRANSMITTER.
FLOW SENSOR. MATCH
DIRECTION OF FLOW.
SCH 80 PVC MALE ADAPTERS,
WHEN REQUIRED (2).
WATERPROOF CONNECTORS.
FLOW
NO VALVES, REDUCERS,
OR ELBOWS IN THIS AREA
FLOW SENSOR
3/4" = 1'-0"
10" MIN.
3 RRM-1000-ARN-05
30-INCH LINEAR LENGTH OF
WIRE, COILED
WATER PROOF CONNECTION
(1 OF 2)
ID TAG
VALVE BOX. SET 1" ABOVE
FINISH GRADE IN TURF AREAS.
SET 2" ABOVE FINISH GRADE IN
PLANTER AREAS. SET FLUSH
WITH GRADE IN HARDSCAPE
AREAS.
FINISH GRADE/SURFACE
BRICK (1 OF 4)
SCH 80 MAINLINE PIPE
AND FITTINGS FROM
BACKFLOW
PREVENTOR.
3" MIN. DEPTH OF 3/4" WASHED
CRUSHED AGGREGATE BASE.
ONE (1) CUBIC FT. MIN.
NOTE:
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
PVC UNION
MASTER REMOTE
CONTROL VALVE
CONTROLLER WIRE
(WHITE COMMON)
CONTROLLER WIRE (NON-WHITE
HOT). WIRE TO MASTER VALVE
STATION ON CONTROLLER(S).
TO DISTRIBUTION AREAS
FLOW DIRECTION
SCH 80 PVC 45°
ELL
SCH 80 PVC
NIPPLE
SCH 80 PVC NIPPLE
MAINLINE
SIZE PER
PLAN
NATIVE SOIL/TOPSOIL
MASTER VALVE
3/4" = 1'-0"
STANDARD 17"x30" MIN.
4 RRM-1000-ARN-13
PRESSURIZED MAINLINE PVC PIPE.
12" DEEP 3/4" CRUSHED
AGGREGATE BASE
SCHEDULE 40 PVC
MALE ADAPTER.
COMMON BRICKS FOR
SUPPORT. MIN. THREE.
BALL VALVE. CENTER IN BOX
EXTENSION FOR 12" METER BOX.
SIZE AS REQUIRED.
12" ROUND METER BOX.
NOTES:
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
ISOLATION (BALL) VALVE
1" = 1'-0"
TOP OF MULCH
VALVE BOX WITH LOCKABLE LID
RRM-1000-ARN-03 5
12"
MIN.
RCV RCV RCV
QC
GV
ISOLATION VALVE. SEE
IRRIGATION LEGEND.
REMOTE CONTROL VALVE,
SIZE PER PLAN, TYP. SEE
IRRIGATION LEGEND
QUICK COUPLER. SEE PLAN FOR
LOCATIONS
MANIFOLD MAIN LINE, SEE PLAN
FOR SIZING, TYP.
LATERAL LINE, SIZE OF LATERAL LINE
SHALL EQUAL VALVE SIZE, TYP.
VERIFY SIZING ON PLAN.
EDGE OF WALK,
CURB, WALL ETC.
SYSTEM MAINLINE.
1. ALL VALVES SHALL BE RUN OFF A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE DIAGRAM.
2. ALL BOXES SHALL BE SQUARE TO ONE ANOTHER, AND TO EDGES OF ADJACENT FIXED OBJECTS.
3. ALL VALVE BOXES SHALL BE SET 2" ABOVE FINISH GRADE.
4. SEE IRRIGATION PLAN FOR MAINLINE PIPE SIZING.
5. ALL VALVE BOXES SHALL HAVE EMBOSSED LETTERING ON THEM BASED ON EQUIPMENT/VALVE TYPE.
MANIFOLD GROUP SCHEMATIC
ACTUAL VALVE BOX PLACEMENT
EDGE OF WALK, CURB, WALL ETC.
QUICK COUPLER. SEE PLAN FOR
LOCATIONS
ISOLATION VALVE. SEE
IRRIGATION LEGEND.
REMOTE CONTROL VALVE, SIZE PER
PLAN, TYP. SEE IRRIGATION LEGEND
VALVE BOX LAYOUT IN PLANTERS
3/8" = 1'-0" 6 RRM-1000-ARN-96
PVC SCH 40 LATERAL LINE TO DRIP
TUBING, 18" LENGTH MINIMUM BEFORE
FIRST FITTING.
VALVE BOX WITH LOCKABLE LID (2" BELOW GRADE
WHEN IN PLANTER AREAS)
INLINE PRESSURE REGULATOR
12" DEEP 3/4" CRUSHED
AGGREGATE BASE
COMMON BRICK, ONE AT EACH
CORNER FOR SUPPORT.
TOP OF MULCH
PRESSURIZED MAINLINE PIPE
DRIP ZONE CONTROL VALVE
1/2" = 1'-0"
INLINE WYE FILTER, SEE IRRIGATION
LEGEND FOR TYPE.
COIL 18" LENGTH OF CONTROL WIRE
AND SPLICE WITH WATER-TIGHT SPLICE
CONNECTORS.
NOTES:
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
RRM-1000-ARN-06 7
SCH 80 NIPPLE (2-INCH LENGTH,
HIDDEN) AND SCH 40 ELL
24-INCH LINEAR LENGTH OF
WIRE, COILED
WATER PROOF CONNECTION (1 OF 2)
ID TAG
VALVE BOX
TOP OF MULCH
REMOTE CONTROL VALVE
PVC SCH 80 NIPPLE. SIZE PER
PLAN. LENGTH AS REQUIRED.
BRICK (1 OF 4)
SCH 40 PVC ELL FITTING
PVC MAINLINE PIPE
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
PVC UNION
12" DEEP 3/4" CRUSHED AGGREGATE
BASE
NOTES:
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
BALL VALVE (LINE SIZED)
REMOTE CONTROL VALVE
1" = 1'-0" RRM-1000-ARN-74 8
1 1/2" = 1'-0"
TYPICAL DRIP TUBING LAYOUT
COMPRESSION FITTING.
PLANT GRAPHIC
DRIPLINE EDGE.
METAL 1/2" DRIP TUBING STAKE.
SINGLE-OUTLET EMITTER WITH BARB INLET.
STAKE EMITTERS AT END OF
LINE ON 1
2" DRIP STAKE.
TYPICAL
COMPRESSION
FITTING.
NOTES:
A. PLACE EMITTERS 3
4 BETWEEN THE TRUNK AND OUTER DRIPLINE.
B. EVENLY SPACE EMITTERS AROUND PLANT.
C. STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR TRANSFER, AND AT 6'-0" MAX O.C.
D. 1/4" 'SPAGHETTI' TUBING IS NOT PERMITTED.
E. SEE SCHEDULE FOR NUMBER OF EMITTERS PER PLANT.
1/2" FLEXIBLE DRIP TUBING
RRM-1000-ARN-14 9
1 1/2" = 1'-0"
QUICK COUPLING VALVE IN BOX
NIPPLE.
12" PVC SCHEDULE 80
12" MAX
QCV
6" MIN.
STEEL CLAMPS.
TWO STAINLESS
THREE PVC SCH 80
ELLS.
STEEL PIPE.
1/2" X 36" GALV
NIPPLE.
3" PVC SCHEDULE 80
GALV. NIPPLE, LENGTH AS REQ.
AGGREGATE BASE
12" DEEP 3/4" CRUSHED
SPECIFIED.
QUICK COUPLING VALVE AS
TOP OF MULCH
WITH 2" HIGH CHARACTERS.
HEAD BRAND "QCV" ON LID
10" DIAMETER VALVE BOX.
NOTES:
1. PLACE AGGREGATE PRIOR TO
INSTALLATION OF VALVE BOX.
10 RRM-1000-ARN-07
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
3" = 1'-0"
DRIP AIR RELIEF VALVE IN BOX
3 4"X1"MPT ADAPTER.
1" FPTXMPT ELL.
AS SPECIFIED.
AIR RELIEF VALVE
DRIPLINE OR 1/2" DRIP TUBING.
3 4"FPT X 1
2" DRIP TUBING
ADAPTER.
DRIP TUBING COUPLING.
6" DRIP BOX.
12" DEEP 3/4" CRUSHED
AGGREGATE BASE
TOP OF MULCH
NOTES:
1. PLACE AGGREGATE PRIOR TO
INSTALLATION OF VALVE BOX.
4 RRM-1000-ARN-11
1 1/2" = 1'-0"
DRIP FLUSH VALVE
10" DIAMETER VALVE BOX.
COIL 24" TO 30" OF DRIP TUBING IN THE BOX.
3 4" PVC BALL VALVE WITH SHORT
NIPPLE.
1 2" DRIP TUBING.
12" DEEP 3/4" CRUSHED AGGREGATE
BASE
1 2" DRIP TUBING TO 34" FPT ADAPTER.
TOP OF MULCH
NOTES:
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
RRM-1000-ARN-12 3
MAINLINE COMBINED WITH LATERAL LINE
LATERAL LINE MAINLINE WITH CONTROL WIRE
LATERAL LINE
TRACER TAPE
SAND COVER
PRESSURE LINE
POSITION CONTROL WIRES
IN LOWER LEFT OR RIGHT
HAND QUADRANT OF
MAINLINE. TAPE WIRE AT 10'
INTERVALS; DO NOT SECURE
TO MAINLINE.
SAND BED
3 x's DIA
OF LATERAL
LINE
WATER JET BEDDING
AND BACKFILL FOR
PIPELINE
INSTALLATION.
TYPICAL FOR ALL
NATURAL EARTH
BACKFILL.
LATERAL LINE
EXISTING PAVING
TRACER TAPE
SAND COVER
PRESSURE (MAIN)LINE
POSITION CONTROL WIRES
IN LOWER LEFT OR RIGHT
HAND QUADRANT OF
MAINLINE. TAPE WIRE AT 10'
INTERVALS; DO NOT SECURE
TO MAINLINE.
SAND BED
MATCH TYPE AND GRADE
OF EXISTING PAVING 3 X'S DIA. OF
MAINLINE
3 X'S DIA. OF
MAINLINE
2 SACK SLURRY BACKFILL
SAND COVER
MAINLINE IN SLEEVE, SEE
IRRIGATION PLAN FOR
SLEEVING LOCATIONS
POSITION CONTROL WIRES
IN LOWER LEFT OR RIGHT
HAND QUADRANT OF
MAINLINE. TAPE WIRE AT 10'
INTERVALS; DO NOT SECURE
TO MAINLINE.
SAND BED
MAINLINE WITH CONTROL WIRE BELOW EXISTING PAVING
RECLAIMED WATER & POTABLE WATER PIPE
POTABLE WATER MAINLINE OR
LATERAL LINE
NON-POTABLE WATER MAINLINE
OR LATERAL LINE
SLEEVE POTABLE LINE FOR A
MIN. OF 10' BOTH WAYS
BEYOND CROSSING OF
NON-POTABLE LINE.
SLEEVE NON-POTABLE LINE
FOR A MIN. OF 10' BOTH
WAYS BEYOND CROSSING OF
POTABLE LINE.
NOTES:
1. PIPE BEDDING AND BACKFILL SHALL BE
WATER JETTED TO ACHIEVE PROPER
DENSIFICATION.
2. PIPE AND CONTROL WIRE CROSSING
VECHICULAR ROADWAY SHALL BE SLEEVED
PER PLANS AND THIS DETAIL
3. ELECTRICAL SLEEVE: 3" MIN; LARGER IF
REQUIRED BY INSPECTOR.
4. IRRIGATION SLEEVE: TWO PIPE SIZES LARGER
THAN WATER PIPE SIZE.
5. SHOW ALIGNMENT OF ALL CONTROL WIRE
NOT INSTALLED WITH MAINLINE ON AS-BUILT
DRAWINGS.
MAINLINE COMBINED WITH LATERAL LINE UNDER PAVEMENT
LATERAL LINE WITH SLEEVE
TRACER TAPE
SAND COVER
POSITION CONTROL WIRES IN
LOWER LEFT OR RIGHT HAND
QUADRANT OF MAINLINE.
TAPE WIRE AT 10' INTERVALS;
DO NOT SECURE TO
MAINLINE.
SAND BED
MAINLINE IN SLEEVE, SEE
IRRIGATION PLAN FOR
SLEEVING LOCATIONS
FG
CONTROL WIRE
SEPARATE FROM PIPE
TRACER TAPE
1/2" CLASS 315
P.V.C. PIPE
(NOT AN
IRRIGATION
LINE)
WIRE TAPED AT
10' O.C. TO
LOWER HALF OF
PIPE
PAVING PER PLANS
BACKFILL MATERIAL
BACKFILL MATERIAL
BACKFILL MATERIAL
TRENCHING
1" = 1'-0"
TRACER TAPE
5 RRM-1000-ARN-00
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
3" = 1'-0"
1/2" DRIP TUBING.
3 4"FPT X 1
2" DRIP
TUBING ADAPTER.
COMPRESSION TEE.
6" DRIP BOX.
3 4" SCHEDULE 80 NIPPLE AS
REQUIRED.
PVC LATERAL LINE.
12" DEEP 3/4" CRUSHED
AGGREGATE BASE
TOP OF MULCH
NOTES:
1. PLACE AGGREGATE PRIOR TO
INSTALLATION OF VALVE BOX.
1 RRM-1000-ARN-10
BUBBLER ON FLEXIBLE RISER
3" = 1'-0"
2'-0" MIN
2 CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
3" = 1'-0"
POP-UP SPRAY HEAD
LATERAL LINE AND PVC TEE.
FINISHED GRADE.
POP-UP EQUIPMENT AS SPECIFIED
SET HEAD 1" ABOVE GRADE.
SEE NOTE BELOW
SCH 80 SWING JOINT
ASSEMBLY
LENGTH AS REQUIRED
BASED ON SIZE OF
POP-UP.
POP-UP BODY, SIZE
PER SCHEDULE.
NOTE:
HEADS SHALL BE LOCATED 24" FROM ADJACENT HARDSCAPE DRAINING AWAY FROM LANDSCAPED AREAS. HEAD OFFSET SHALL BE 3" MIN. WHERE HEADS ARE LOCATED ADJACENT TO FENCES, STRUCTURES AND HARDSCAPE DRAINING TOWARDS THE LANDSCAPE.
RRM-1000-ARN-27 2
WIRELESS WEATHER SENSOR
1/2" = 1'-0"
WEATHER SENSOR.
BUILDING
(OPTION #1)
MOUNTING BRACKET
PER MANUFACTURER.
FENCE
(OPTION #2)
GALV. STEEL 35
8"
ROUND POST.
(OPTION #3)
NOTES:
1. INSTALL WEATHER SENSOR CLEAR FROM OVERHEAD PROJECTIONS AT A MINIMUM ELEVATION OF 6' FROM THE GROUND. UTILIZE MANUFACTURER'S ACCESSORY CLIPS AND MOUNTING EQUIPMENT.
2. WEATHER SENSOR SHALL BE INSTALLED ON BUILT STRUCTURES PER OPTION #1 WHERE POSSIBLE. WHERE NO BUILT STRUCTURES ARE AVAILABLE, INSTALLATION SHALL BE PER OPTION #2. OPTION #3 SHALL BE UTILIZED ONLY WHEN THE OTHER TWO OPTIONS ARE NOT VIABLE.
3. INSTALL WEATHER SENSOR WITHIN RANGE OF RECEIVER MODULE. 3 RRM-1000-ARN-98
1 1/2" = 1'-0"
WIRE BUNDLE JUNCTION BOX
J BOX
10X15 STANDARD BOX.
VALVE BOX LID,
HEAD BRAND
"J BOX" ON LID
WITH 2" HIGH LETTERS.
LOOP, BUNDLE, AND
LABEL SPARE WIRES
THAT ARE TO
CONTINUE, AS
OCCURS.
WRAP 6" UP SIDES.
BLOCK CPAS, ONE ON
EACH SIDE OF BOX.
PROTECTION SCREEN,
TWO 6X2X16 CONCRETE
1/2" WIRE CLOTH GOPHER
MAIN LINE AS OCCURS.
WIRES TO CONTROLLER
SPARE WIRES THAT ARE
TO TERMINATE AT THIS
BOX: COIL 30" LENGTH
AND I.D. TAG.
SET BOX FLUSH TO
GRADE AT LAWN.
SET BOX 2" ABOVE
GRADE AT SHRUBS.
RRM-1000-ARN-79 4
3M DBY SPLICE KIT WIRE CONNECTOR
OR APPROVED EQUAL.
PUSH WIRES TO END OF BASE SOCKET TO
ASSURE COMPLETE SEALING OF CONNECTION
PUSH SEALING PLUG INTO BASE
SOCKET
PULL BASE SOCKET OVER END
AS FAR AS POSSIBLE
PUT CRIMP SLEEVE OVER WIRE ENDS -
CRIMP SLEEVE AND CUT OFF EXCESS
WIRE
APPLY SEALER TO OUTSIDE OF SEALING
PLUG FILL CAVITY WITH SEALER
STRIP WIRES APPROX. 5/8" FROM ENDS -
TWIST TOGETHER
SLIP BASE SOCKET OVER
END OF WIRES
WIRING CONNECTIONS
1 1/2" = 1'-0"
NOTE:
1. USE RAINBIRD APPROVED CONNECTIONS.
5 RRM-1000-ARN-93
EXTERIOR WALL
CONTROLLER SET INSIDE MARINE
GRADE METAL ENCLOSURE.
MOUNT TO STRUCTURAL
SUPPORTS OF WALL WITH GALV.
LAG SCREWS OR APPROVED
EQUAL.
24V CONTROL WIRES IN
RIGID STEEL CONDUIT,
TYPICAL.
SCH. 40 PVC CONDUIT
TxS PVC ADAPTER
PVC COATED GALV. LONG
SWEEP ELL
FINISH SURFACE
CONDUIT SIZING CHART FOR 14
GAUGE UF CONTROL WIRES
NUMBER OF 14
GA UF WIRES,
ALL INCLUSIVE
SIZE OF
CONDUIT
REQUIRED
1-11
12-20
21-28
29-45
46-60
1-1/4"
1-1/2"
2"
2-1/2"
3"
1. CONDUIT DIAMETER SHALL BE PER SIZING CHART ABOVE. ENLARGE HOLE IN THE BOTTOM OF THE IRRIGATION CONTROLLER AS NECESSARY TO ACCOMMODATE A LINE SIZED BUSHING. 120V POWER SOURCE SHALL BE AS SHOWN ON THE LANDSCAPE OR ELECTRICAL PLANS.
EXTERIOR WALL MOUNTED CONTROLLER
3" = 1'-0"
24" MIN. BEYOND FACE
OF BLDG. OR EDGE OF PAVING.
1 RRM-1000-ARN-36
SPECIFIED PLANTING POT, DRILL
BOTTOM TO ACCEPT PVC DRAIN
PIPE AS REQUIRED
EMITTER PER PLANS
1/2" SCH 80 PVC
FEMALE ADAPTER TxT
1/2" SCH 40 PVC PIPE
PLANTER MIX
SOIL SEPARATOR FABRIC,
WRAP UP 4" ON ALL SIDES
OF POT AND ADHERE
WITH SILICONE ADHESIVE
POTTED PLANT IRRIGATION
1" = 1'-0"
1/2" SCH 80 PVC ELBOW
2" DIA. PLASTIC DRAIN PIPE
SEAL CONNECTION TO POT
WITH SILICON SEALANT
REFER TO PLANS FOR
PAVING TYPE
DOWNSPOUT PER
ARCHITECTURE
3" MAX. BLDG. CLR.
ATTACH WHITE HDPE SD PIPE
OUTLET, SIZE PER CIVIL. SEAL
CONNECTION TO POT WITH
SILICON SEALANT
3" LAYER OF 3/4" PEA
GRAVEL ROCK MULCH 1/2" FLEX FLEX PVC TUBING
(LENGTH AS REQUIRED)
3" LAYER OF WASHED DRAINAGE
ROCK
6 RRM-1000-ARN-48
CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283
● f: (805) 963-8184
XIII. IRRIGATION SYSTEM
A. GENERAL
1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN.
2. IT IS THE INTENT THAT IRRIGATION DESIGN AND INSTALLATION MEET ALL LOCATION AND STATE WATER EFFICIENT LANDSCAPE REQUIREMENTS.
3. COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH THE CONSTRUCTION OF SITE AMENITIES AND PLANTING.
4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED BEFORE PLANTING OPERATIONS.
5. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. COSTS INCURRED DUE TO
ANY ADJUSTMENT FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE OWNER RELATIVE TO THE LOCATION OF IRRIGATION HEADS AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
6. POINT OF CONNECTION (P.O.C.) AND OPERATING PRESSURE (P.S.I.) SHALL BE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF WATER SOURCE, PSI, AND ELECTRICAL SUPPLY PRIOR TO COMMENCING INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.
B. QUALITY ASSURANCE
1. ALL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE IRRIGATION SYSTEM ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. HOWEVER, IF THESE SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS,
WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES, REGULATIONS OR REQUIREMENTS, THESE SPECIFICATIONS AND THE DRAWINGS SHALL TAKE PRECEDENCE.
2. IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN CONFLICT WITH APPLICABLE REGULATIONS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.
3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, AND RELATED OTHER EQUIPMENT, WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING THE WORK AND INSTALL A COMPLETE IRRIGATION SYSTEM WITHIN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.
4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF LIABILITY UNDER THE PROVISIONS FOR GUARANTEES.
C. MATERIALS LIST
1. WITHIN FIFTEEN (15) CALENDAR DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A LIST OF MATERIALS INCLUDING THE MANUFACTURER, DESCRIPTION, MODEL NUMBER AND INSTALLATION DATA.
2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR WRITTEN ACCEPTANCE MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE.
D. PRODUCT DELIVERY, STORAGE AND HANDLING
1. CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT.
E. PLASTIC PIPE
1. PLASTIC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE INJECTION MOLDED, RIGID, UNPLASTICIZED POLYVINYL CHLORIDE (PVC), NSF
APPROVED, OF HIGH TENSILE STRENGTH, CHEMICAL RESISTANT AND IMPACT STRENGTH, AND DEPENDING ON CLASS AND GRADE, CONFORM TO ASTM 2241 OR ASTM D-1785.
2. FITTINGS AND COUPLINGS SHALL BE THREADED PVC SCHEDULE 80 CONFORMING TO ASTM D-2464, OR SLIP-FITTING, TAPERED SOCKET, SOLVENT-WELD TYPE, PVC SCHEDULE 40 CONFORMING TO ASTM D-2466 OR PVC SCHEDULE 80 CONFORMING TO ASTM D-2467.
3. SOLVENT CEMENT AND PRIMER FOR RIGID PVC SOLVENT-WELD PIPE AND FITTINGS SHALL BE OF COMMERCIAL QUALITY, IAPMO APPROVED, CONFORMING TO ASTM D-2564.
F. BRASS PIPE
1. BRASS PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE 86% RED BRASS, AMERICAN NATIONAL STANDARDS INSTITUTE, SCHEDULE 40 SCREWED PIPE, CONFORMING TO FEDERAL SPECIFICATIONS WW-P-351.
2. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS, CONFORMING TO FEDERAL SPECIFICATIONS WW-P-460.
G. GALVANIZED PIPE
1. GALVANIZED STEEL PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE. FITTINGS SHALL BE MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON.
2. ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, OR APPROVED EQUAL. PIPES MAY BE WRAPPED WITH AN APPROVED ASPHALTIC TAPE.
H. UVR-PVC PIPE
1. UVR-PVC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ULTRA-VIOLET RESISTANT, SCHEDULE 40 PVC PIPE. FITTINGS SHALL BE UVR-PVC FITTINGS.
I. BACKFLOW PREVENTION UNIT
1. BACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTION UNIT AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.
J. VALVE BOXES
1. GATE VALVES AND REMOTE CONTROL VALVES, EXCEPT FOR ANTI-SIPHON VALVES, SHALL BE INSTALLED BELOW GRADE AS INDICATED IN THE DETAILS ON THE DRAWINGS, IN LOCKABLE VALVE BOXES MANUFACTURED BY CARSON, BROOKS, FRASER, AMETEK, OR APPROVED EQUAL.
2. VALVE BOX LIDS SHALL BE GREEN IN COLOR UNLESS OTHERWISE NOTED ON THE PLANS. GATE VALVES SHALL BE IDENTIFIED BY STAMPING "CV" ON THE VALVE BOX COVER. REMOTE CONTROL VALVES SHALL BE IDENTIFIED BY STAMPING "RCV" AND STATION NUMBER ON THE VALVE BOX COVER.
3. VALVE BOXES SHALL BE SET ONE INCH (1") ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE.
K. ISOLATION VALVES
1. ISOLATION VALVES (BALL) SHALL BE AS INDICATED IN THE IRRIGATION SCHEDULE ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ISOLATION VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.